SW8051045_HISTORICAL FILE_20060421

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
sws OSIo�-45
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
KJ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 0 0 lv py 2 k
YYYYMMDD

I
\O�'CF W A 1 FgOG
April 21, 2006
Mr D Logan, Manager
Palmetto Creek, LLC
6740 Netherlands Drive, Suite F
Wilmington, NC 28405
Subject Stormwater Permit No SW8 051045
The Reserve at Palmetto Creek
High Density Subdivision Project
Brunswick County
Dear Mr Logan
Michael I Easley Governor
William G Ross Jr Secretary
North Carolina Department of Environment and Natural Resources
Alan W Klimek P L Director
Dy�iston of Water Quality
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for The Reserve at Palmetto Creek on April 13, 2006 Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H 1000 We are forwarding Permit No SW8 051045,
dated April 21, 2006, for the construction of the subject project
This permit shall be effective from the date of issuance until April 21, 2016, and shall be
subject to the conditions and limitations as specified therein Please pay special attention to
the Operation and Maintenance requirements in this permit Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adtudicatory hearing upon written request within thirty (30) days
following receipt of this permit This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P O Drawer 27447, Raleigh, NC 27611-7447 Unless such demands
are made this permit shall be final and binding
If you have any questions, or need additional information concerning this matter, please
contact Paul Bartlett, or me at [phone]
Sincerel
Edwar Beck
Regional Supervisor
Surface Water Protection Section
ENB/ptb S \WQS\STORMWATER\PERMIT\051045 apr06
cc Jeffrey B Petroff, P E , Coastal Land Design, PLLC
Delaney Aycock, Brunswick County Inspections
Jeff Phillips, Brunswick County Engineering
Paul T Bartlett, P E
Wilmington Regional Office
Central Files No `hCarohna
atara!!y
North Carolina Division of Water Quality 127 Caidmal Dine Pxtensvon Wilmington NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet www ncv alcraualnx ore fax [phone] 623 6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper

State Stormwater Management Systems
Permit No SW8 051045
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
D Logan and Palmetto Creek, LLC
The Reserve at Palmetto Creek
Brunswick County
FOR THE
construction, operation and maintenance of three wet detention ponds in compliance
with the provisions of 15A NCAC 2H 1000 (hereafter referred to as the "stormwater
rules') and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit
This permit shall be effective from the date of issuance until April 21, 2016 and shall be
subject to the following specified conditions and limitations
I DESIGN STANDARDS
1 This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data
2 This stormwater system has been approved for the management of stormwater
runoff as described in Section 1 5 on page 3 of this permit The subdivision is
permitted for 60 lots, each allowed 4,000 square feet of built -upon area, and town
homes that are allowed the following built -upon area in square feet
Town Home Number BUA, sq ft
316 21 26 31 38,42 48 51 54 61 65 68 72 76 81 86 1 808
1 2 4-15 17-20 22-25 27-30, 32-37, 39-41 43-47, 49 50 52 2 681
53 55 60 62-64 66 67 69-71 73-75, 77-80 82-85 87 88
3 Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit
Page 2of8

State Stormwater Management Systems
Permit No SW8 051045
4 All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans
5 The following design elements have been permitted for the wet detention pond
stormwater facilities, and must be provided in the systems at all times
Design Criteria
Pond #1
Pond #2
Pond #3
a Drainage Area acres
Onsite ftz
Offsite ft2
853
371 715
None
1583
689 745
None
1056
460 070
None
b Total Impervious Surfaces it 2
(1) Buildings
(2) Roads/Parking
(3) Other
(4) Offsite
194 129
109 988
72 794
11 347
None
320 310
211 100
97 756
11 454
None
181 312
140 000
37 282
4 030
None
c Design Storm inches
1 0
1 0
1 0
d Pond Depth feet
5
5
5
e TSS removal efficiency
90
90
90
f Permanent Pool Elev FMSL
380
300
220
Perm Pool Surface Area ft
50 407
51 690
14 219
h Permitted Storage Volume ft3
24 175
53 108
21 226
i Temporary Storage Elev FMSL
385
31 0
2335
I Controlling Orifice 0 pipe
20
20
20
k Permitted Forebay Volume ft3
48 700
52 073
1 9 189
1 Receiving Stream/River Basin
UT to Lockwoods Folly R / Lumber
m Stream Index Number
15 25-1-(11)
n Classification of Water Body
SC
o Max horse power for a fountain
3/4 3/4 1/6
II SCHEDULE OF COMPLIANCE
1 No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division
2 The permittee is responsible for verifying that the proposed built -upon area for
the entire lot, Including driveways and sidewalks, does not exceed the allowable
built -upon area Once the lot transfer is complete, the built -upon area may not be
revised without approval from the Division of Water Quality, and responsibility for
meeting the built -upon area limit is transferred to the Individual property owner
3 If an Architectural Review Board or Committee is required to review plans for
compliance with the BUA limit, the plans reviewed must include all proposed
built -upon area Any approvals given by the Board do not relieve the homeowner
of the responsibility to maintain compliance with the permitted BUA limit
4 The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below
a Any revision to the approved plans, regardless of size
b Project name change
c Transfer of ownership
d Redesign or addition to the approved amount of built -upon area
e Further subdivision, acquisition, or sale of all or part of the project area The project
area is defined as all property owned by the permittee, for which Sedimentation
and Erosion Control Plan approval or a CAMA Major permit was sought
f Filling in, altering, or piping of any vegetative conveyance shown on the approved
plan
Page 3 of 8

State Stormwater Management Systems
Permit No SW8 051045
5 The Director may determine that other revisions to the protect should require a
modification to the permit
6 The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made
7 The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface
8 During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately
9 Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation Any deviations from the
approved plans and specifications must be noted on the Certification
10 If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility
11 Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual
12 Prior to the sale of any lot, the following deed restrictions must be recorded
a The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 051045, as issued by the Division
of Water Quality under NCAC 2H 1000
b The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permit
c These covenants are to run with the land and be binding on all persons and parties
claiming under them
d The covenants pertaining to stormwater may not be altered or rescinded without
the express written consent of the State of North Carolina, Division of Water
Quality
e Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division of Water Quality
f The maximum built -upon area per lot is 4,000 square feet, and town homes are
limited to the following built -upon area in square feet
Town Home Number
BUA, sq ft
3 16 21, 26, 31, 38 42 48, 51, 54 61 65 68 72, 76, 81 86
1 808
1 2 4-15 17-20 22-25 27-30 32-37 39-41,43-47 49 50,52 53 55-
60 62-64 66 67 69-71 73-75 77-80 82-85 87 88
2 681
This allotted amount includes any built -upon area constructed within the lot
property boundaries, and that portion of the right-of-way between the front lot line
and the edge of the pavement Built upon area includes, but is not limited to,
structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas,
but does not include raised, open wood decking, or the water surface of swimming
pools
Lots within CAMA's Area of Environmental Concern may be subject to a reduction
in their allowable built -upon area due to CAMA regulations
Page 4 of 8

State Stormwater Management Systems
Permit No SW8 051045
12 Deed restrictions (cont'd )
h All runoff from built upon area on the lot must drain into the permitted system This
may be accomplished through providing roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales and directing
them into the pond or street Lots that will naturally drain into the system are not
required to provide these measures
Built -upon area in excess of the permitted amount will require a permit
modification
13 A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots The recorded
copy must contain all of the statements above, the signature of the Permittee, the
deed book number and page, and the stamp/signature of the Register of Deeds
14 Decorative spray fountains will be allowed in the wet detention pond stormwater
treatment systems, subject to the following criteria
a The fountain must draw its water from less than 2' below the permanent pool
surface
b Separated units, where the nozzle, pump and intake are connected by tubing, may
be used only if they draw water from the surface in the deepest part of the pond
c The falling water from the fountain must be centered in the pond, away from the
shoreline
d The maximum horsepower for the fountain's pump is based on the permanent pool
volume The maximum pump power for a fountain in the wet detention ponds is
listed on page 3 of this permit in Section 15
15 Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel The facility must be in compliance with all permit conditions Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer Records of maintenance activities performed to date will be
required
16 The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function at optimum efficiency The approved Operation and Maintenance Plan
must be followed in its entirety and maintenance must occur at the scheduled
intervals including, but not limited to
a Semiannual scheduled inspections (every 6 months)
b Sediment removal
c Mowing and revegetation of side slopes
d Immediate repair of eroded areas
e Maintenance of side slopes in accordance with approved plans and specifications
f Debris removal and unclogging of structures, orifice, catch basins and piping
g Access to all components of the system must be available at all times
17 Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ The records will indicate the date,
activity, name of person performing the work and what actions were taken
18 This permit shall become voidable unless the facilities are constructed in
accordance with the conditions of this permit, the approved plans and
specifications, and other supporting data
19 Built upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools
Page 5 of 8

State Stormwater Management Systems
Permit No SW8 051045
III GENERAL CONDITIONS
1 This permit is not transferable to any person or entity except after notice to and
approval by the Director In the event there is either a desire for the facilities to
change ownership, or there is a name change of the Permittee, a
"Name/Ownership Change Form" must be submitted to the Division of Water
Quality accompanied by appropriate documentation from the parties involved
This may include, but is not limited to, a deed of trust, recorded deed restrictions,
Designer's Certification and a signed Operation and Maintenance plan The
project must be in good standing with DWQ The approval of this request will be
considered on its merits and may or may not be approved
2 The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves the transfer request
3 Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215 6A to 143-215 6C
4 The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state, and federal) which have jurisdiction
5 In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems
6 The permit may be modified, revoked and reissued or terminated for cause The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition
7 Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours
8 The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days
9 A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction
Permit issued this the 21 st day of April 2006
LINA ENVIRONMENTAL MANAGEMENT COMMISSION
`U 2,,,A �
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 051045
Page 6 of 8

State Stormwater Management Systems
Permit No SW8 051045
The Reserve at Palmetto Creek
Stormwater Permit No SW8 051045
Brunswick County
Designer's Certification
Page 1 of 2
I, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications
The checklist of items on page 2 of this form are a part of this Certification
Noted deviations from approved plans and specifications
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No SW8 051045
Certification Requirements Page 2 of 2
1 The drainage area to the system contains approximately the permitted
acreage
2 The drainage area to the system contains no more than the permitted
amount of built -upon area
3 All the built -upon area associated with the project is graded such that the
runoff drains to the system
4 All roof drains are located such that the runoff is directed into the system
5 The outlet/bypass structure elevations are per the approved plan
6 The outlet structure is located per the approved plans
7 Trash rack is provided on the outlet/bypass structure
8 All slopes are grassed with permanent vegetation
9 Vegetated slopes are no steeper than 3 1
10 The inlets are located per the approved plans and do not cause short-
circuiting of the system
11 The permitted amounts of surface area and/or volume have been
provided
12 Required drawdown devices are correctly sized per the approved plans
13 All required design depths are provided
14 All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter
15 The required dimensions of the system are provided, per the approved
plan
cc NCDENR-DWQ Regional Office
Delaney Aycock, Brunswick County Building Inspections
Jeff Phillips, Brunswick County Engineering

v .. [ < < OFFICE USE ONLY'
�lD�O�O64773`/ Y&_, F1�l.S�te gNorth Carolina
�/� d r�ep artment of Eiiiiironment and Natural Resources
�e v ff 2-3Drvtsion of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I GENERAL INFORMATION
1 Applicant's name (specify the name of the corporation, individual, etc who owns the project)
Palmetto Creek, L L C
2 Print Owner/Signing Official's name and title (person legally responsible for facility and compliance)
D Logan, Manager
3 Mailing Address for person listed in item 2 above
6740 Netherlands Drive, Suite F
City Wilmington State
Telephone Number (910) 452 - 7175
North Carolina Zip 28405
4 Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc )
The Reserve at Palmetto Creek
5 Location of Project (street address)
Off of Southport Supply Road (NC 211) south of the intersection of Old Lennon Road (SR 1504)
City Lockwood Folly Township County Brunswick
6 Directions to project (from nearest major intersection)
Approximately 5,100 feet south along N C 211 from the intersection of NC 211 and Old Lennon Road
7 Latitude 330 59' 52' N Longitude 78' 13' 14" W of project
8 Contact person who can answer questions about the project
Name D
II PERMIT INFORMATION
I Specify whether project is (check one)
X New
Telephone Number
Renewal
910) 452 - 7175
Modification
Form SWU-101 Version 3 99 Page 1 of 5
�lD�O�O64773`/ Y&_, F1�l.S�te gNorth Carolina
�/� d r�ep artment of Eiiiiironment and Natural Resources
�e v ff 2-3Drvtsion of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I GENERAL INFORMATION
1 Applicant's name (specify the name of the corporation, individual, etc who owns the project)
Palmetto Creek, L L C
2 Print Owner/Signing Official's name and title (person legally responsible for facility and compliance)
D Logan, Manager
3 Mailing Address for person listed in item 2 above
6740 Netherlands Drive, Suite F
City Wilmington State
Telephone Number (910) 452 - 7175
North Carolina Zip 28405
4 Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc )
The Reserve at Palmetto Creek
5 Location of Project (street address)
Off of Southport Supply Road (NC 211) south of the intersection of Old Lennon Road (SR 1504)
City Lockwood Folly Township County Brunswick
6 Directions to project (from nearest major intersection)
Approximately 5,100 feet south along N C 211 from the intersection of NC 211 and Old Lennon Road
7 Latitude 330 59' 52' N Longitude 78' 13' 14" W of project
8 Contact person who can answer questions about the project
Name D
II PERMIT INFORMATION
I Specify whether project is (check one)
X New
Telephone Number
Renewal
910) 452 - 7175
Modification
Form SWU-101 Version 3 99 Page 1 of 5

41346 �79- & V rcv /`1 z J4)9 tJ ( MhS
2 If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number And its issue date (if known)
3 Specify the type of project (check one)
Low Density X High Density Redevelop General Permit Other
4 Additional Project Requirements (check applicable blanks)
CAMA Major X Sedimentation/Erosion Control 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748
III PROJECT INFORMATION
1 In the space provided below, summanze how stormwater will be treated Also attach a detailed narrative
(one to two pages) describing stormwater management for the project
Stormwater will be treated by the use of three (3) conventional stormwater ponds
2 Stonnwater runoff from this project drains to the
3 Total Project Area
424
Lumber
acres 4 Project Built Upon Area
5 How many drainage basins does the project have? 3
River basin
377 %
6 Complete the following information for each drainage area If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below
Basin Information
Total Project Area
Stormwater Pond —1 Basin 1
Receiving Stream Name
Tributary to Lockwoods Folly River
Tributary to Lockwoods Folly River
Receiving Stream Class
SC
SC
Drainage Area
1,847,380 ft2
371,715 ft2
Existing Impervious* Area
- 0 -
- 0 -
Proposed Impervious* Area
695,751 ft2
194 129 ft2
% Impervious* Area (total)
37 7 %
52 2 %
Impervious* Surface Area
Total Project Area
Stormwater Pond —1 ( Basin 1 )
On -site Buildings
461,088 ft2
109 988 ft2
On -site Streets
141,610 ft2
39,282 ft2
On -site Parking (Driveways)
66,222 ft2
33,512 ft2
On -site Sidewalks
25,231 ft2
10 280 ft2
Other on -site (Amenity)
1,600 ft2
1 067 ft2
Off site
-0-
-0-
Total
695,751 ft2
194,129 ft2
* Impervious area is defined as the built upon area including but not limited to buildings roads paiktng areas
sidewalks gravel areas etc
Form SWU-101 Version 3 99 Page 2 of 5

�/406PI - & r p ram. ` , 3
Basin Information
Stormwater Pond — 2 ( Basin 2 )
Stormwater Pond — 3 Basin 3
Receiving Stream Name
Tributary to Lockwoods Folly River
Tributary to Lockwoods Folly River
Receiving Stream Class
SC
SC
Drainage Area
689,745 ft2
460,070 ft2
Existing Impervious* Area
- 0 -
- 0 -
Proposed Impervious* Area
320,310 ft2
181,312 ft2
% Impervious* Area (total)
46 4 %
39 4 %
Impervious* Surface Area
Stormwater Pond - 2 Basin 2
Stormwater Pond - 3 ( Basin 3
On -site Buildings (Lots)
211,100 ft2
140,000 ft2
On -site Streets
65,046 ft2
37,282 ft2
On -site Parking (Driveways)
32,710 ft2
- 0 -
On -site Sidewalks
10,921 ft2
4,030 ft2
Other on -site (Amenity)
533 ft2
- 0 -
Off site
- 0 -
- 0 -
Total
320,310 ft2
181,312 ft2
* Impervious area is defined as the built upon area including but not limited to buildings roads parking areas
sidewalks gravel areas etc
Form SWU-101 Version 3 99 Page 3 of 5

7 How was the off -site impervious area listed above derived? Not Applicable
IV DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment
1 The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality These covenants may not be
changed or deleted without the consent of the State
2 No more than 4 000 square feet of any lot shall be covered by structures or impervious materials
Impervious materials include asphalt gravel concrete brick stone slate or similar material but do not include wood
decking or the water surface ofswimming pools
3 Swales shall not be filled in piped or altered except as necessary to provide driveway crossings
4 Built -upon area in excess area of the permitted amount requires a state stormwater management permit modification prior to
construction
5 All permitted runofffrom outparcels or future development shall be directed into the permitted stormwater control
system These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land , that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot
V SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3 99 Page 4 of 5

VI SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ)
A complete package includes all of the items listed below The complete application package should be
submitted to the appropriate DWQ Regional Office
Please indicate that you have provided the following required information by initialing in the space provided
next to each item
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $4,000 (payable to NCDENR) - EXPRESS
• Detailed narrative description of stormwater treatment /management
• Two copies of plans and specifications, including
-Development/Project name
-Engineer and firm
-Legend
-North Arrow
-Scale
-Revision number & date
-Mean high water line
Initials
J2C
J ec-
'I C
JiCC
J 2C_
-Dimensioned property / project boundary
-Location map with named streets or NCSR numbers
-Original contours, proposed contours, spot elevations, finished floor elevations
-Details of roads, drainage features, collection systems, and stormwater control measures
-Wetlands delineated, or a note on plans that none exist
-Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
-Drainage areas delineated
-Vegetated buffers (where required)
VII AGENT AUTHORIZATION
If you wish to designate submittal authority to another individual or firm so that they may provide information on you
behalf, please complete this section
Designated agent (individual or firm) Coastal Land Design, P L L C
Mailing Address PC Box 1172
City Wilmington State North Carolina Zip 28402
Phone (910) 254 - 9333 Fax (910) 245 - 0502
VIII APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Genera( Information item 2)
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H 1100 1__?
Date / —/ Z—J
Form SWU-101 Version 3 99 `11 Page 5 of 5

/13100 l'� K� �f tteV /% / Permit No �(©�� o!{�
/ (ttoo be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details
I PROJECT INFORMATION
Project Name
The Reserve at Palmetto Creek
Contact Person D Logan Phone Number ( 910 ) 452 - 7175
For project with multiple basins, specify which basin this worksheet applies to Stormwater Pond - 1
elevations
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation
areas
Permanent Pool Surface Area
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DAn
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
3300
ft
3800
ft
3850
ft
'150,407
sq
It
853
ac
446
ac
"l80,062
cu
ft
24,175
cu
ft
48,700
cu
ft
366
200
in
1 00
in
90
%
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
(combined volume of main basin and forebay)
(volume detained above the permanent pool)
(approximately 20% of total volume)
(surface area to drainage area ratio from DWQ table)
(2 to 5 day temporary pool draw -down required)
(minimum 85% required
Form SWU-102 Rev 3 99 Page I of 4

/zf�/�Gd7— ��re�rJ.Y Sct%g dS�J�S
Footnotes
When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth Linear interpolation should be employed to determine the correct value for non-
standard table entries
2 In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal The NCDENR BMP manual provides design tables for both 85% TSS removal and 90%TSS removal
II REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N C Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section 15 A NCAC 2H 1008
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below If a requirement has not been met, attach justification
Applicants Initials
J(zC a
JPrI b
h2C-. c
J2C d
<)2C e
JOr— f
J2C g
JQC h
Jec i
J2C J
J2C k
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet)
The forebay volume is approximately equal to 20% of the basin volume
The temporary pool controls runoff from the design storm event
The temporary pool draws down in 2 to 5 days
If required, a 30-foot vegetative filter is provided at the outlet ( include non -erosive flow
calculations)
The basin length to width ratio is greater than 3 1
The basin side slopes above the permanent pool are no steeper than 3 1
A submerged and vegetated perimeter shelf with a slope of 6 1 or less (show detail)
Vegetative cover above the permanent pool elevation is specified
A trash rack or similar device is provided for both the overflow and onfice
A recorded drainage easement is provided for each basin including access to nearest right -
of —way
J 2C 1 If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin
,19C * in A mechanism is specified which will dram the basin for maintenance or an emergency
vk Sew UPOF?T1=b N— fits— IJOIIFF 0Q SrtGE'r SW-2 ON3 VLJi-tJ SET
III WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided
This system (check are) _ does X does not
incorporate a vegetated filter at the outlet
Form SWU-102 Rev 3 99 Page 2 of 4

This system (check one) _ does X does not
incorporate pretreatment other than a forebay
Maintenance activities shall be performed as follows
After every significant runoff producing rainfall event and at least monthly
a Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition
b Check and clear the onfice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed
2 Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed
Inspect and repair the collection system (i a catch basins, piping, swales, nprap, etc ) quarterly to maintain
proper functioning
Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below) Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i e
stockpiling near a wet detention basin or stream, etc )
The measuring device used to determine the sediment elevation shall be as such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments
1,71-
When the permanent pool depth readseet in t e in in pond, the sediment shall be removed
3,7 t p T8 /Zl 4,
When the permanent pool depth reads 33.25 feet in the forebay, the sediment shall be removed
� h -j
Sediment Removal = .322Z!T 75%
Bottom Elevation = 25% /
3aa
FOREBAY
BASIN DIAGRAM
ill in the blanks)
Permanent Pool Elevation = 38 00
34 25-
Sediment Removal Elevation =�3225 75%
MAIN POND
25%
5 Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface These
plants shall be encouraged to grow along the vegetated shelf and forebay berm
6 If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
Form SWU-102 Rev 3 99 Page 3 of 4

the emergency dram shall be minimized to the maximum extent practical
7 All components of the wet detention basin system shall be maintained in good working order
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party
Print name D
Title (YIRniAGlEe _
Address 6740 Netherlands Drive, Suite F, Wilmington, North Carolina, 28405
Phone
Signatui
Date ( — (-Z — J (702
Note The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president
I, 4f/pi�a/ ,c- t4,,ttS a Notary Public for the State of
County of "letd A1A',or94,Z do hereby certify that b 4,e4rj,e„i
personally appeared before me this 17 day of , 200(o and acknowledge the due
execution of the foregoing wet detention basin maintenance requi ements Witness my hand and official seal,
�.•`�aONY E ,� 4�
�4 � v? y�
NOTARY `.
PUBLIC j?
SEAL
My commission expires // Zg o 7
Form SWU-102 Rev 3 99 Page 4 of 4

YYa1MNrtDD 1+DrIr
VAT 0114
DrrerleDlc s11•

3/oc Permit No jog? 05-/ 045
/ (to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details
I PROJECT INFORMATION
Project Name
The Reserve at Palmetto Creek
Contact Person D Logan Phone Number
For project with multiple basins, specify which basin this worksheet applies to
elevations
( 910 ) 452 - 7175
Stormwater Pond - 2
Basin Bottom Elevation
2500
ft
(floor of the basin)
Permanent Pool Elevation
3000
ft
(elevation of the orifice)
Temporary Pool Elevation
31 00
ft
(elevation of the discharge structure overflow)
areas
' {�1$ 4b:1(-b
`,
Permanent Pool Surface Area6f.
L1 887
sq
ft
(water surface area at the orifice elevation)
Drainage Area
1583
ac
(on -site and off -site drainage to the basin)
Impervious Area
735
ac
(on -site and off -sue drainage to the basin)
volumes
Permanent Pool Volume
' 197,684
cu
ft
(combined volume of main basin and forebay)
Temporary Pool Volume
✓ 53,108
cu
ft
(volume detained above the permanent pool)
Forebay Volume
✓ 52,073
cu
ft
(approximately 20% of total volume)
Other parameters
SA/DAi
322
(surface area to drainage area ratio from DWQ table)
Diameter of Orifice
200
in
(2 to 5 day temporary pool draw -down required)
Design Rainfall
1 00
in
Design TSS Removal 2
90
%
(minimum 85% required)
Form SWU-102 Rev 3 99 Page I of 4

Footnotes
J'w8 os 1 a4-r
When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth Linear interpolation should be employed to determine the correct value for non-
standard table entries
2 In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90%TSS removal The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal
II REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N C Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section 15 A NCAC 2H 1008
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below If a requirement has not been met, attach justification
Applicants Initials
J PC- a The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet)
J2C b The forebay volume is approximately equal to 20% of the basin volume
J(LC c The temporary pool controls runoff from the design storm event
J i2c- d The temporary pool draws down in 2 to 5 days
J(� e If required, a 30-foot vegetative filter is provided at the outlet ( include non -erosive flow
calculations)
JP-C f The basin length to width ratio is greater than 3 1
'J2C g The basin side slopes above the permanent pool are no steeper than 3 1
J(r__ h A submerged and vegetated perimeter shelf with a slope of 6 1 or less (show detail)
,-IRC i Vegetative cover above the permanent pool elevation is specified
J(eC I A trash rack or similar device is provided for both the overflow and orifice
C1Or- k A recorded drainage easement is provided for each basin including access to nearest right-
of-way
JP-C- I If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified pnor to use as a wet detention basin
J07- A' m A mechanism is specified which will drain the basin for maintenance or an emergency
* 5EE7 UpDPf-rib DE710rIL NOTE UIJ St-fEGT SW-,R OtJ PLRNSr=T-
III WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided
This system (check one) _ does X does not
incorporate a vegetated filter at the outlet
Form SWU-102 Rev 3 99 Page 2 of 4

Wm (check one) _ does X does not incorporate pretreatment other than a forebay
Maintenance activities shall be performed as follows
After every significant runoff producing rainfall event and at least monthly
Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition
b Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed
2 Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed
Inspect and repair the collection system (i e catch basins, piping, swales, nprap, etc ) quarterly to maintain
proper functioning
Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below) Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i e
stockpiling near a wet detention basin or stream, etc )
The measuring device used to determine the sediment elevation shall be as such that it will give an accurate
depth reading and not readily penetrate into umu a sedi eryts
%J 06
When the permanent pool depth readsfe�t m the mam pond, the sediment shall be removed
When the permanent pool depth reads;5! feet in the forebay, the sediment shall be removed
Sediment Removal NI = 26 25 75%
Bottom Elevation =�2500 25%
BASIN DIAGRAM
ill in the blanks)
Permanent Pool Elevation = 30 00
Sediment Removal Elevation = 26 25 75%
_______-____________
Bottom Elevation = 25 00 25%
FOREBAY MAIN POND
Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface These
plants shall be encouraged to grow along the vegetated shelf and forebay berm
6 If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
Form SWU-102 Rev 3 99 Page 3 of 4

WeI ti
emergency dram shall be minimized to the maximum extent practical
All components of the wet detention basin system shall be maintained in good working order
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party
Print name D Logan
Title 14/+Nfl•6ER
Address 6740 Netherlands Drive, Suite F, Wilmington, North Carolina, 28405
Phone (910 ) 452-7175 _
Signature
Date / - /Z - O
Note The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president
I, ,/"W a Notary Public for the State of
County of do hereby certify that -j-7> /-,�p4-6,.r
personally appeared before me this 12- day of ,L4 LqL zV and acknowledge the due
execution of the foregoing wet detention basin maintenance requirements Witness my hand and official seal,
NOTARY
—ir—
�'s PUSUC : Cf
SEAL
My commission expires /1 Z 9- O`f
Form SWU-102 Rev 3 99 Page 4 of 4

'M

"ev, � Permit NoSc!'g©% 647
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details
I PROJECT INFORMATION
Project Name
The Reserve at Palmetto Creek
Contact Person D Logan Phone Number ( 910 ) 452 - 7175
For project with multiple basins, specify which basin this worksheet applies to Stormwater Pond - 3
elevations
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation
areas
Permanent Pool Surface Area
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DAi
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
1700
ft
2200
It
2335
ft
14,219
sq
It
1056
ac
416
ac
/44,771
cu
ft
21,226
cu
ft
9,189
cu
ft
274
200
in
1 00
in
90
%
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
(combined volume of main basin and forebay)
(volume detained above the permanent pool)
(approximately 20% of total volume)
(surface area to drainage area ratio from DWQ table)
(2 to 5 day temporary pool draw -down required)
(minimum 85% required)
Form SWU-102 Rev 3 99 Page 1 of 4

Footnotes
' When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth Linear interpolation should be employed to determine the correct value for non-
standard table entries
2 In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal
II REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N C Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section 15 A NCAC 2H 1008
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below If a requirement has not been met, attach justification
Applicants Initials
`J (LC a
j (2C b
JRC c
J2C d
J (LC e
JRL
f
J(�
g
JRC
h
'i2C
i
J2C-
J(LC
k
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet)
The forebay volume is approximately equal to 20% of the basin volume
The temporary pool controls runoff from the design storm event
The temporary pool draws down in 2 to 5 days
If required, a 30-foot vegetative filter is provided at the outlet ( include non -erosive flow
calculations)
The basin length to width ratio is greater than 3 1
The basin side slopes above the permanent pool are no steeper than 3 1
A submerged and vegetated perimeter shelf with a slope of 6 1 or less (show detail)
Vegetative cover above the permanent pool elevation is specified
A trash rack or similar device is provided for both the overflow and onfice
A recorded drainage easement is provided for each basin including access to nearest right -
of —way
J2e 1 If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin
JRC m A mechanism is specified which will dram the basin for maintenance or an emergency
,4 56E 0PD6T1=-D t�'flili. "T9 Oti Si7t'Si SW —A otJ PLArQ SET
III WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided
This system (check one) _ does X does not
incorporate a vegetated filter at the outlet
Form SWU-102 Rev 3 99 Page 2 of 4

This system (check one) _ does X does not
incorporate pretreatment other than a forebay
Maintenance activities shall be performed as follows
After every significant runoff producing rainfall event and at least monthly
a Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition
Check and clear the onfice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed
2 Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed
Inspect and repair the collection system (i e catch basins, piping, swales, nprap, etc ) quarterly to maintain
proper functioning
4 Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below) Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i e
stockpiling near a wet detention basin or stream, etc )
The measuring device used to determine the sediment elevation shall be as such that it will give an accurate
depth reading and not readily penetrate into accum` V1 ted sediments
-ITP6(06
When the permanent pool depth reads 13 feet in thin pond, the sediment shall be removed
31s
When the permanent pool depth reads 1825 feet in the forebay, the sediment shall be removed
Sediment Removal = 18 25 75%
Bottom Elevation = 1700 25%
FOREBAY
BASIN DIAGRAM
(fill to the blanks)
Permanent Pool Elevation = 22 00
Sediment Removal Elevation = 18 25 75%
MAIN POND
25%
Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface These
plants shall be encouraged to grow along the vegetated shelf and forebay berm
6 If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
Form SWU-102 Rev 3 99 Page 3 of 4

the emergency dram shall be minimized to the maximum extent practical
7 All components of the wet detention basin system shall be maintained in good working order
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party
Print name D Loaan
Title ,m er
Address 6740 Ne'Cherlands Drive, Suite F, Wilmington, North Carolina, 28405
Phone [phone]
Signature
Date _ /-L — O
Note The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president
I, 471t,O t !z-,,14,GG5 a Notary Public for the State of
County of �JrI4 y„topF_iZ do hereby certifyth t � GoUt.i
personally appeared before me this �� day of 6. v6 Zino and acknowledge the due
execution of the foregoing wet detention basin maintenance requirOinents Witness my hand and official seal,
� ti
r NOTAgY
`x`1- PUSVC iU
s, y ..`':
C�_ a••••
SEAL
My commission expires //-Z 7 --&' 9
Form SWU-102 Rev 3 99 Page 4 of 4

Y1tY1�{116YgyYf!
``Y,T� .r f�tjd.. ��r
i` !.
ay 1 �� � 4 i
` Yr'i 7C�Yi
�,.
:U� all�'1'i r,':
,v
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I �i1r jl . d�C
•, L��a a:'a'� �••
''•Y1,Y,111.=Y�`

1�I# HEN II ���������������r B, M. M Cl--,n;� ';
resenterJ)
�Ret FM
P-- _
9 x
ReFunp ,c' finance
❑WNGnbNJu uur Acre i0.y .�piion
OtOiR]Illa
❑o0C11aWlltlb0ii r r
tlstmmmltbdl G''a i tiJOr��
STA I E OF NORTH CAROLINA
COUNTY OFBRUNSWICK
AMENDMFNT r0 DECLARA r1ON OF
PRO','IVF COVENANTS FOR THE
zkR-qE�S,�ER�"Ri TX,4,,,UE rTO CREEK
Ua�
THIS AMENDMENT FOTHE PROTEC11VE COVEN�NTS FOR THE RESERVEAT
PALMETTO CREEK (the Amendment ) is made the day of May, 2011 by
PALMETTO CREEK, LLC, a North Cir�o9hna limited liabi rty company ("Declarant")
.�&�W I 1 NES SFTH
P' U�Q�
WHEREAS, Declarant is tJ��'develc$�tty,,of that certain st 4!Yiswn called The Reserve at
Palmetto Creek, located in Bmnstivick County NFsgt,�i Carolina, and,
WHEREAS, Declarant has recorded that certain Declaration of Protective Covenants for The
Reserve at Palmetto Creek in Book 2396, Page 1409, in the Brunswick County Registry (the
"Protective Covenants") which, among other things establishes Declarint control period and
Declarant s amendment rights to modify the Protective Covenants and,
WFIFREAS, pursuant to pair y h 14 2 of hr� Potectine Covenants, Declarant desires to
emend the Protective Covenant to c�ly with the 'ik!'(tGG;rrali�3a Department of Environment and
Natural Resources Slormwater Pen npphc�3 to The Reseri Department
Creek and
d
WHEREAS, this Amendment shall affect and wver all of the properties defined as
'Property'in the Protean e Covenants for Palmetto Creek
NOW,THEREFORE for good and valuable consideration given, the Declarant does hereby
amend the Declaration of Protective Covenants for The Reserve at Palmetto Creek, by adding a new
article Article 18 as follows
,��ras
I
Li�ECEIVED
JUN 0 9 20i
8Y

-e Imml�iu iiiiiiiiiiiiiii 83198 P0983 r53'MOP
ARPICLE 18
STORNIWATERRIANAGEMENI PERMITNO SW8051045
IMPERVIOUS QUA
18 1 The following covenaiA are intended to insure ongoing comphnnce with State
Ston water Management Pennit MeoberSW805 U3,�,�s issued by the Division of Water Quality
NCAC 2FI 1000 0�y�i' "Itr�, VSQ�4
182 the State of North Carohnn is mhla Beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permit
183 1 hese covenants are to run with the Ivnd of the Pioperty vnd be binding on all
owners thereof and/or persons and pa t ePclaimmg under them
184 The covenants pe no to slonter may not 6�ltered or resunded without
the express the express written consent of the State f North Carolina Division of Water Quality
185 Alteration of the drainage its shown on the ipproved plans may not take place
without the concurrence of the DivisW,,Owea
Water Quality
186 The maximum built u per l0flioaL4;003�q mare feet and townhomes are
limited to the following built upon `ea insq'61grefeet mare
Town Home Number 13UA sq fl
3, 16, 21 26, 31, 38, 42, 48, 51, 54, 61, 65, 88, 72, 76, 81, 86 1808
1 2 4 15, 17-20 22 25, 27-30, 32-37 39 41 43-47 49 50 52 53 2681
55-60, 62 64, 66, 67. 69-71. 73-75 77-Rn R7 RS R7 RR
This allotted amount mclud0'any built uIM'Ri '�p�� nsnvcted within the lot property
boundaries and that portion of tleighl-ol"t4�y between the frf 'Mot line and the edge of the
pavement Built upon area mcluA, but is not limit to structures asphale, concrete gavel, brick
stone slate, coquina and parking areas, but does not include rvsed, open wood decking, or the water
surface swimming pools
187 Lots wnhm CAMA's Aiea of Environmental ConcLm may be subject to a
reduction in their allowable built -upon ar' due to CAMA regulations
b&" U �
188 All runoff from built oil ar%,n tl! I of F-u)'4 Grj+ijito-into the permitted system
This may be accomplished througd)providmg ro6Ngm gutters whmrir dram to the street, grading
the lot to dram toward the street, or grading perimeter swales and directing them into the pond or
street Lots lhnt will natuially dram into the system are not required to provide these measures

A60
15 5r 61 00q
�H rvswlck Coun Brenda rt Clemmona pntw
Y� >ReOrater of lAeda page 3 of 3
189 Built -upon area in excess of the permitted amount will require a pemut
modification
Except as amended hereby, all �ihe terms, covcnants, provisions deeds, obligations
responsibilities, rights easements ane�rmdeges cdo r�,�ZZi}n the Dcclarahon of Protective
Covenants for The Reserve at Pa kilo Cr ecorded M Pii�i , Page 1409 of the
Brunswick County Registry, as amended, shal min in full force and effect
IN WITNLSS WHEREOF the Declarant has caused tills instrument to be executed in its
company name as ofthe date first above written by its duly aulhorved managar
This the S day of 2011
PA FTC6,QRFEK, LL�Nqpc-����
BYI'LOGAN NfAVGEMLNT COMPANY, INC, Manager
By --/
D 1 Logan, Pmevd n[ "
STATE OF NOR rH CAROLINA
M
COUNTY OF
/ a��
I,�r�i/P ( FFGCG�YNotary Public for said County and State do
hereby cemfy that D I Logan, President of 1-06AN MANAGEMEN r COMPANY, INC a North
Carolmacorporatmn said corpomhonbeing Mail rgerofPALME170CREEK, LLC,alimited habrhty
company, who is known to me, personally appeared before me this day and acknowledged the due
execution of the foregoing instrument on behalf of the limited liability company
WITNESS my hand and officia or scathis day u, 20 V
WInt'llmd,
e /'Ce.G Notary Public
My Commission Expires
STEPHANIE B OTTAINi�Y �
NOTARY PUBLIC
Bnmswick County North Carolina

Coastal Land Design, PLLC.
P O Box 1172 Wilmington, INC 28402
Phone [phone] Fax [phone]
To
NCDENR-Division of Water Quality
127 Cardinal Drive Extension
Wilmington NC 28405
Attn
Mr Paul Bartlett, P E
❑ As Requested
❑ Sent via Mail
❑ For Your Files
❑ Sent via Courier
Transmittal
Date April 13 2006
File 150-00
Subject The Reserve at Palmetto Creek
Express Stormwater Submittal
SW 051045
❑ For Distribution ® For your Review / Action / Approval LV
Quantity
Drawing No
Description
1
Original
Response to Request for Addition Information (SW8 051045)
1
Original
Updated Section III of the Stormwater Permit Application Form (SWU-101)
1
Original
Updated Wet Detention Basin Supplement of Stormwater Pond — 1 (Page 1)
1
Original
Updated Wet Detention Basin Supplement of Stormwater Pond-2 (Page 1)
1
Original
Updated Wet Detention Basin Supplement of Stormwater Pond — 3 (Page 1)
1
Original
Updated Sample Deed Restrictions
1
Original
Revised Supplemental Calculations
2
Rev-3
Updated Stormwater Management System Plans (Cover, SW-1, SW-2, SW-3, and SW-4)
R18
it
REMARKS
CC File
150-01 Transmittal-NCDENR-041306 doc

Request for Additional Information Coastal Land �L ✓8S1 PLLC
Stormwater Project No SW8 051045 Q
The Reserve at Palmetto Creek Crvd Ealmeennl/ Landscape AnlinecNre/ Construction Mansgemcnl
Express Stormwater Review P o Box 1172 Phone [phone]
Brunswick County, North Carolina Wdwngmn NC 28402 Fax [phone]
13-April-2006
Dear Paul Bartlett, P E
This letter and subsequent calculation revision is as per your conversation with Jeff Petroff of Coastal
Land Design, PLLC last week regarding the use of the `low density" deed restrictions in the submittal
package High density deed restrictions have been used for this high density stormwater submittal In
the process of assigning impervious allocations for the town home section of this property, more
impervious surface was used than previously submitted Subsequently, the application, supplements,
deed restrictions, and supplemental calculations have been modified to reflect this change The only
change to the plan set, however, was an updated BUA note on each page There were no design
changes in the piping plans or stormwater ponds All the changes and modifications in the supplemental
calculations were to keep consistent impervious allocations throughout design Attached is the updated
Stormwater Management Application (SWU-101, Pages 2-3, Section III), updated Wet Detention Basin
Supplements (Stormwater Ponds 1, 2, and 3), updated and signed Sample High Density Deed
Restrictions, and revised Supplemental Calculations
Thank ,
J Carmine, E I APR 1 2006
150 01 NCDENR DWQ RFI Response 041306 doc Page 1 of 1

w• RECEIVED
INFORMATION PERTAINING TO DEED RESTRICTIONS APR 1 3 20/06
AND PROTECTIVE COVENANTS jP(i10
In accordance with Title 15 NCAC 2H 1000 the Coastal Stormwater Management Regulation-deed-restncti6ns and
protective covenants are required for High Density Residential Subdivisions where lots will be subdivided and sold
runoff will be treated by an engineered stormwater control facility Deed restrictions and protective covenants are
necessary to ensure that the development maintains a 'built -upon" area consistent with the applicable regulation
governing the density level The following deed restrictions and covenants must be recorded prior to the sale of any
lot
I The following covenants are intended to ensure ongoing compliance with State Stormwater Management Permit Number
as issued by the Division of Water Quality under NCAC 2H 1000
2 The State of North Carolina is made a beneficiary of these covenants to the extent necessary to maintain compliance with
the stormwater management permit
3 These covenants are to run with the land and be binding on all persons and parties claiming under them
4 The covenants pertaining to Stormwater may not be altered or rescinded without the express written consent of the State
of North Carolina Division of Water Quality
5 Alteration of the drainage as shown on the approved plan may not take place without the concurrence of the Division of
Water Quality
6 Note If the BUA per lot varies, please substitute the following statement for the paragraph above and provide a
complete listing of the proposed BUA for each lot
The maximum allowable built -upon area oer lot is as follows
Lot Number
BUA sf
Town Home No
BUA (sf)
Town Home No
BUA (sf
1 2 4-15 17-20 22-25 27
3 16 21 26 31 38 42
- 30 32 - 37 39 - 41 43 - 47
1 - 60
4 000
48 51 54 61 65 68
1 808
49 50 52 53 55 - 60 62 - 64
2 681
72 76 81 86
66 67 69 - 71 73 - 75 77 - 80
82 - 85 87 88
These allotted amounts include any built -upon area constructed within the lot property boundaries and that portion of the
nght-of-way between the front lot line and the edge of the pavement Built upon area includes but is not limited to,
structures asphalt concrete gravel brick stone slate coquina and parking areas but does not include raised open
wood decking or the water surface of swimming pools
All runoff from the built -upon areas on the lot must drain into the permitted system This may be accomplished through a
variety of means including rood drain gutters which drain into the street grading the lot to drain towards the street or
grading perimeter swales to collect the lot runoff and directing them into a component of the stormwater collection system
Lots that will naturally drain into the system are not required to provide these additional measures
Print Name and Title D Logan Manager
Address 6740 Netherlands Drive
Phone
Signature _
Note The legally responsible par
and a resident of the subdivision has
l✓rG
µp , do hereby certify
da of 2
requirements Wimess my nd a d otfl5z a
b �ptdY
+'.
?, PUEUC : v
,ca .
,�%&OVER CQ�,,P•�
Suite F Wilmington North Carolina 2
Date
ho r not be a homeowOf rs association unless more than 50% of the lots have been sold
en amed the pi esident
a Notary Public for the State of 7Z(1,4L County of
that /� > Gppersonally appeared before me this 2
, and_Acknowledge therdue execution of the foregoing infiltration basin maintenance
y commission expires

r�
t\�t,•1 Sa9ta1Ott.
J4
It
b �% • � d

THE RESERVE AT
PALMETTO CREEK
O O TOWNHOME SECTION PLAN VIEW
9
NOT TO SCALE
__/j/� moo ►
j j 1
j / R�' CF-FVE' D
a APR 1 2006
BY���D�S
/
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1

Stormwater Design
Supplemental Calculations
For
The Reserve at Palmetto Creek
Brunswick County, NC
Prepared by
Coastal Land Design, PLLc
Crvd Engineering / Landscape Architecture / Construction Management
P O Box 1172
Wilmington, NC 28402
Prepared for
Phone [phone]
Fax [phone]
Palmetto Creek, L L C
6740 Netherlands Drive, Suite F
Wilmington, NC 28405
13-April-2006
APR 1 6 7006
SU)p as-
4 Zc /"

4 x5y W'l Oflt .
tie y V .,� ' "��{•" .

Supplemental Calculations
for
Catch Basin Design

The Reserve at Palmetto Creek
Stormwater Pond i Catchbasln Schedule
Designer Jay Carmine EI
Checked Jeff Petroti P E
Dale 4/13=W 1207
File Location Y\CLD Projects\150-00 Logan Development\150 01 Palmetto Creek Logan Property\Admin\STORMWATER\SUBMITTAL
DESIGN DOCS\[150 01 Piping System xls]SWP 1 CBs
Page 1 of 1
Catch Basin
10
Drainage
Basin
Drainage
Basin
Roadway
Im en4ous
Lot
Im erx4ous
Driveway
Im envious
Sidewalk
Im ervlous
Amenity
ma envious
Remaining
Pemous
Basin
C
Mean
Veloci
Basin
Len th
Time of
Concentration
Frol
f name I
I Istjs/
s/l
raft
fails/
sit
/ m I
fillmin
1
JB02
—
2
JB03-
3
CB04
2049
760
0
0
685
0
604
069
49
80
16
4
JBOS
5
CBO6
8 257
2 463
0
0
685
0
5 109
047
43
140
32
6
CB07
30 729
3 564
13 366
4 793
685
0
8 321
071
49
330
67
7
CBO8
47337
6438
23211
6648
685
0
10455
075
50
310
62
8
CB14
24605
3951
8871
2570
685
0
8528
066
46
260
54
9
CB18
7637
873
3509
1354
685
0
1216
079
51
180
35
10
C810
6 218
826
3 509
1 198
685
0
0
090
54
160
30
11
CB15
5980
2148
1417
0
685
533
1197
076
50
170
34
12
C619
1 23 639
2 493
11 552
4 148
685
1 0
1 4 761
1 076
50
300
60
13
C612N64464
3 881
0
0
685
0
7 197
047
44
100
23
14
C616
817
968
0
685
533
0
090
54
90
1 7
15
CB13
3930
8871
2816
685
0
8344
066
48
110
23
16
C317
997
7 998
2 732
685
0
8 801
061
47
230
49
17
CB09
5276
23211
6199
685
0
29 093
058
46
320
69
18
CB11
867
3509
1 154
685
0
7641
051
45
220
49
Pond 1 Dranage Basin
0
0
0
0
0
76 319
020
37
600
162
Sum Totals
371715
1 39262
169 888
33512
10280
1067
177537
052
0- Imperwous Ratio(sf/sf)

The Reserve at Palmetto Creek
Stormwater Pond 2 Catchbasin Schedule
Townhome Section
Designer Jay Carmine E I
Checked Jeff Petroff P E
Date 4/13/2006 12 07
File Location Y \CLD Prolectsp 50 00 Logan Development\l50 01 Palmetto Creek Logan Property\Admin\STORMWATER\SUBMITTAL
DESIGN DOCS\[750-01 Piping System xls]SWP 2 T H CBs
Page 1 of 1
Catch Basin
ID
Drainage
Basin
Drainage
Basn
I Roadway
Im ervious
Lot
I Im rvious
Driveway
Im rvious
Sdewalk
Im ervious
Amenity
Im ervious
Remaining
Pervious
Basin
C
Mean
Veloo
Basin
Len th
Time of
Concentration
no
name
s/
s/
s/
s/
s/
s/
s/
/ m
it
min
1
JB25
2
C626
2 970
1 271
0
0
384
0
1 315
059
46
100
22
3
C628
21 197
2 855
0
0
384
0
17 958
031
40
240
61
4
CB30
15 731
1 545
8 871
2 982
384
0
1 949
081
52
250
48
5
CB32
19 525
1982
7 998
2 336
384
0
6 825
066
48
270
56
6
CB34
24 748
2 257
10 679
3 056
384
0
8 372
066
48
340
7 1
7
CB36
18 787
3 829
3 509
1 140
384
0
9 925
053
45
210
47
8
CB37
13 281
3 525
3 509
1 104
384
0
4 759
065
48
190
40
9
CB38
40 284
3 235
15 168
4 631
384
0
16 866
061
47
240
51
10
C627
23 195
2060
11 552
4 091
384
0
5 108
075
50
280
56
11
CB29
32 368
2 978
17 890
4 974
384
0
6 142
077
50
240
4 8
12
CB31
1 16 234
1 1 604
1 8 871
1 2 490
384
1 0
2 885
0 78
51
220
43
13
CB33
17561
1982
10679
2965
384
0
1551
084
52
250
48
14
CB35
1 19 749
1 2 256
1 10 679
2 941
384
1 0
1 3 489
1 078
51
280
55
15
CB39
1 13 118
1 4 495
1 1 699
0
384
1 533
1 6 007
1 058
46
220
48
Pond 2 Drainage Basin
1 64.533
1 0
1 0
1 0
0
1 0
1 64,533
1 020
37
600
169
Sum Totals
343 281
35 872
111 1 W
32 710
5 380
533
157 686
0 54
< kn ervious Ratio (sti

The Reserve at Palmetto Creek
Stormwater Pond 2 Catchbasin Schedule
Single Family Unit Section
Designer Jay Carmine EI
Checked Jeff Petroff P E
Date 4/13/2006 12 07
File Location Y\CLD ProlectAl50-OO Logan Developmeng150.01 Palmetto Creek Logan Propemfptlmm\STORMWATER\SUBMITTAL
DESIGN DOCSt[150 01 Piping System zls]SWP 2 S F CBs
Page 1 0l t
Catch Basin
ID
Drainage
Basin
Drainage
Basin
Roadway
Im rviow
Lot
Im mous
Driveway
Im rvious
Sidwalk
Im rvious
Amenity
Im mous
Remaining
Pervious
Basin
C
Mean
Veloci
Basin
Lenth
Time of
Concentratron
no
name
sl
s/
s/
sl
s/
s/
sl
f m
H
min
1
JB41
2
CB43
34 422
3 330
12 000
0
504
0
18 569
052
45
270
60
3
CB44
45 731
4 058
12 000
0
504
0
29 170
045
43
420
98
4
CB46
19 208
1 271
4 000
0
504
0
13 434
041
42
340
81
5
CB48
15 351
1 369
8 000
0
504
0
5 479
065
48
220
46
6
CB50
24413
2532
12000
0
504
0
9378
063
47
310
66
7
CB52
14 997
2 526
4 000
0
504
0
7 96B
053
45
220
49
8
CB55
37 289
3 410
16 000
0
504
0
17 376
057
46
280
61
9
CB49
16233
1443
8000
0
504
0
6267
063
47
240
51
10
CB51
24 504
2 489
12 000
0
504
0
9 512
063
47
300
64
11
CB53
25 735
4 004
4 000
0
504
0
17 228
043
43
240
56
12
C854
24 048
2 747
8 000
0
504
0
12 798
0 53
45
160
36
ond2 rainage asin
64533
0
0
0
0
0
64533
020
37
600
162
Sum Totals 11
346464
1 29174
1 100000
1 0
1 5541
1 0
211749
039
< Im rvious Ratio sl/s

The Reserve at Palmetto Creek
Storm ater Pond 3 Catchbastn Schedule
Designer Jay Carmine E I
Checked Jeff Petroff P E
Date 41131200E 12 07
File Location y\CLD Prolectsi 50-00 Logan DevelopmentM 50-01 Palmetto Creek Logan PropenyWminISTORMWATFFtSUBMITTAL
DESIGN DOC61B50 01 Piping System xls)SWP 3 CBs
Page 1 of 1
Catch Basin
ID
Dranage
Basin
Dranage
Basin
Roadway
Im e,,ous
Lot
Im erwous
—ay
Im emous
Sdewalk
Im ervtous
Amenity
Im ennous
Remaining
Pennons
Basin
C
Mean
Veloc
Basin
Length
Time of
Concentration
no
name I
fsf?s/
s/
I fsflsl
s(
1s11
I I
rii,mltt
min
1
CB60
1 55 500
6 437
28 000
0
504
1 0
31 560
057
46
250
55
2
CB61
1 21 269
2 965
8 000
0
504
1 0
9 801
058
46
230
50
3
JB63
4
CB64
22 095
2 487
8 000
0
504
0
11 105
055
45
220
49
5
C866
74 171
6 337
28 000
0
504
0
39 331
053
45
3W
67
6
CB67
41 858
3 269
8 000
0
504
0
30 086
040
42
430
103
7
C969
82 868
7 154
28 000
0
5040
47 214
050
44
410
93
8
1
CB70
43 308
4 399
20 000
0
504
0
18 406
060
47
300
64
9
C872
30 522
4 238
12 000
0
504
0
13 781
058
46
270
59
Pond 3 Drainage Basin
77 479
0
0
0
0
0
77,479
020
37
450
121
Sum Totals
460070
37282
140000
0
4030
0
278758
039
— Imperwous Ratio (sf7sf)

Storm Sewer Inventory Report
Pare 1
Line
Alignment
Flow Data
Physical Data
Line ID
No
_
Dnstr
Line
Defl
Junc
Known
Drng
Runoff
Inlet
Invert
Line
Invert
Line
Line
N
J loss
Inlet/
line
length
angle
type
Q
area
coeff
time
El Dn
slope
El Up
size
type
value
coeff
Rim El
No
(ft)
(deg)
(cfs)
(ac)
(C)
(min)
(ft)
(e7,)
(ft)
(in)
(n)
(K)
(ft)
1
End
375
-107 5
MH
000
000
000
00
3587
019
3594
30
Cir
0 011
085
4300
JB02 FES01
2
1
51 5
329
MH
000
000
000
00
3594
019
3604
30
Cir
0 011
1 00
4300
JB03 JB02
3
2
1759
00
Comb
000
005
069
20
3604
020
3639
24
Cir
0 011
1 50
4350
CB04-JB03
4
3
159 7
936
MH
000
000
000
00
3639
020
3671
24
Cir
0 011
045
4325
JB05 CB04
5
4
1160
176
Comb
000
019
047
30
3671
020
3694
24
Cir
0 011
1 50
4325
CB06-JB05
6
5
236
970
Comb
000
071
071
70
3694
021
3699
24
Cir
0 011
1 00
41 00
CB07 CB06
7
1
1269
582
Comb
000
1 09
075
60
3594
020
36 19
24
Ctr
0 011
1 50
41 75
CB08 JB02
8
2
1349
802
Comb
000
056
066
50
3604
020
3631
24
Cir
0 011
070
41 60
CB14 JB03
9
3
278
32 1
Comb
000
018
079
40
3639
022
3645
24
Cir
0 011
1 25
41 25
CB18 CB04
10
7
1587
-88 8
Comb
000
014
090
30
3619
020
3651
24
Cir
0 011
1 50
4225
CB10 CB08
11
8
233
-15 4
Comb
000
014
076
30
3631
021
3636
24
Cir
0 011
1 25
41 60
CB15 CB14
12
9
1829
579
Comb
000
054
076
60
3645
020
3682
24
Or
0 011
1 00
4275
CB19 CB18
13
10
1252
231
Comb
000
027
047
20
3651
020
3676
24
Cir
0 011
1 50
41 75
CB12 CB10
14
11
49 1
594
Comb
000
007
090
20
3636
020
3646
24
Cir
0 011
1 25
41 00
CB16 CB15
15
13
298
825
Comb
000
057
066
20
3676
020
3682
24
Cir
0 011
1 00
41 75
C613 CB12
16
14
235
595
Comb
000
049
061
50
3646
021
3651
24
Cir
0 011
1 00
41 00
CB17 CB16
17
7
236
1 1
Comb
000
1 48
058
70
36 19
021
3624
24
Cir
0 011
1 00
41 75
CB09-CB08
18
10
236
900
Comb
000
032
051
50
3651
021
3656
24
Cir
0011
100
4225
CB11 CB70
Project File 150 01 Pond-1 Piping System stm
Number of lines 18
Date 04 13-2006
Hydraflow Storm Sewers 2003

Storm Sewer Tabulation
Page 1
Station
Len
Drng Area
Rnoff
Area x C
Tc
Rain
Total
Cap
Val
Pipe
Invert Elev
HGL Elev
Grnd / Rim Elev
Line ID _
coeff
(1)
Flow
full
Ltne
To
Incr
Total
Incr
Total
Inlet
Syst
Size
Slope
Up
Dn
Up
Dn
Up
Dn
Line
(ft)
(ac)
(ac)
(C)
(min)
(min)
(m/hr)
(cfs)
(cfs)
(fffs)
(m)
M
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
1
End
375
000
6 80
000
000
449
0 0
11 9
6 9
3082
20 95
675
30
0 19
35 94
3587
38 21
38 00
4300
000
JB02 FES01
2
1
51 5
000
2 93
000
000
202
0 0
116
6 9
1396
21 35
2 84
30
0 19
3604
35 94
3882
3878
4300
4300
JB03 JB02
3
2
1759
005
1 67
069
003
1 18
2 0
105
7 1
837
11 93
266
24
020
36 39
3604
39 12
38 95
4350
4300
CB04 JB03
4
3
1597
000
0 90
000
000
0 59
0 0
8 6
7 4
440
11 97
1 40
24
020
36 71
3639
3933
3929
4325
4350
JB05-CB04
5
4
1160
0 19
090
047
009
059
3 0
7 3
7 7
4 55
11 90
1 45
24
020
3694
3671
3938
39 34
4325
4325
CB06 JB05
6
5
236
0 71
0 71
0 71
050
0 50
7 0
7 0
7 7
3 89
1231
1 24
24
0 21
3699
36 94
3943
3943
41 00
4325
CB07 C306
7
1
1269
1 09
3 87
075
0 82
247
6 0
7 2
7 7
1896
11 86
603
24
020
3619
35 94
3942
3878
41 75
4300
CBO8 JB02
8
2
1349
056
1 26
066
037
084
5 0
6 7
7 8
6 52
11 96
2 08
24
020
3631
36 04
3903
3895
41 60
4300
CB14 JB03
9
3
278
018
072
079
014
0 55
4 0
8 9
7 4
407
1242
1 29
24
022
3645
36 39
3929
3929
41 25
4350
CB18 CB04
10
7
1587
014
1 30
090
013
0 79
3 0
5 9
7 9
629
1200
2 00
24
020
3651
36 19
4036
4027
4225
41 75
CB10 CB08
11
8
233
014
070
076
011
047
3 0
6 4
7 9
368
1237
1 17
24
0 21
3636
3631
3908
3908
41 60
41 60
CB15 CB14
12
9
1829
054
054
076
0 41
041
6 0
6 0
7 9
325
1202
1 04
24
020
3682
3645
39 35
39 33
4275
41 25
CB19-CB18
13
10
1252
027
0 84
047
0 13
050
2 0
2 5
8 1
410
11 94
1 30
24
020
3676
36 51
4048
4045
41 75
4225
CB12 CB10
14
11
49 1
007
0 56
0 90
006
036
2 0
5 5
8 0
2 91
1206
0 93
24
020
3646
3636
39 11
3911
41 00
41 60
CB16-CB15
15
13
298
057
057
066
0 38
038
2 0
2 0
8 1
306
1200
098
24
020
36 82
3676
4052
4052
41 75
41 75
CB13 CB12
16
14
235
049
049
061
030
030
5 0
5 0
8 1
244
12 33
078
24
0 21
36 51
3646
39 13
3913
41 00
41 00
CB17-CB16
17
7
236
1 48
148
058
0 86
0 86
7 0
7 0
7 7
663
1230
2 11
24
0 21
3624
36 19
4028
4027
41 75
41 75
CB09 CB08
18
10
i
236
032
0 32
0 51
0 16
-LI
016
5 0
5 0
8 1
1 33
1230
042
24
0 21
3656
I
36 51
4045
4045
4225
4225
C811 CB10
Protect Flle 150 01 Pond 1 Piping System stm
- -
Number of lines 18
Run Date 04-13 2006
NOTES Intensity = 155 43 / (Inlet time + 26 20) " 0 86 Return period = 25 Yrs
Hydreflow Storm Sewers 2W3

Inlet Report
Page 1
Line
Inlet ID
Q =
Q
Q
Q
Junc
Curb Inlet
Grate Inlet
Gutter
Inlet
Bvp
No
CIA
carry
capt
byp
type
line
Ht
L
area
L
W
So
W
SW
Sx
n
depth
spread
depth
spread
Dep
No
(cfs)
(cfs)
(cfs)
(cfs)
(in)
(ft)
(sgft)
(ft)
(ft)
(ft/ft)
(ft)
(ft/ft)
(ft/ft)
(ft)
(ft)
(ft)
(ft)
(in)
1
JB02
000
000
000
000
MH
00
000
000
000
000
Sag
000
0 000
0 000
0 000
000
000
000
000
000
Off
2
JB03
000
059
000
059
MH
00
000
000
000
000
Sag
000
0 000
0 000
0 000
000
000
000
000
000
Off
3
CB04
028
044
071
002
Comb
60
300
000
300
200
0 005
200
0 100
0 021
0 013
025
438
024
410
000
2
4
JB05
000
000
000
000
MH
00
000
000
000
000
Sag
000
0 000
0 000
0 000
000
000
000
000
000
Off
5
CB06
073
000
073
000
Comb
60
300
300
600
200
Sag
200
0 100
0 021
0 000
009
090
009
090
000
Off
6
CB07
389
000
389
000
Comb
60
300
300
600
200
Sag
200
0 100
0 021
0 000
026
486
026
486
000
Off
7
CB08
648
027
675
000
Comb
60
300
300
600
200
Sag
200
0 100
0 021
0 000
037
10 10
037
1010
000
Off
8
CB14
301
000
244
057
Comb
60
300
000
300
200
0 020
200
0 100
0 021
0 013
031
724
030
690
000
2
9
CB18
1 16
089
1 61
044
Comb
60
300
000
300
200
0 005
200
0 100
0 021
0 013
033
8 19
033
8 19
000
3
10
CB10
1 03
058
1 34
027
Comb
60
300
000
300
200
0 005
200
0 100
0 021
0 013
031
724
031
7 14
000
7
11
CB15
087
000
087
000
Comb
60
300
300
600
200
Sag
200
0 100
0 030
0 000
010
1 00
010
1 00
000
Off
12
CB19
325
000
236
089
Comb
60
300
000
300
200
0 010
200
0 100
0 021
0 013
034
867
034
867
000
9
13
CB12
1 03
091
1 55
040
Comb
60
300
000
300
200
0 005
200
0 100
0 021
0 013
033
8 19
032
795
000
10
14
CB16
051
035
086
000
Comb
60
300
000
300
200
0 020
200
0 100
0 021
0 013
021
248
020
214
000
11
15
CB13
306
000
2 15
091
Comb
60
300
000
300
200
0 005
200
0 100
0 021
0 013
037
1010
037
1000
000
13
16
CB17
244
000
209
035
Comb
60
300
000
300
200
0 020
200
0 100
0 021
0 013
029
629
028
605
000
14
17
CB09
663
000
663
000
Comb
60
300
300
600
200
Sag
200
0 100
0 021
0 000
037
1010
037
1010
000
Off
18
CB11
1 33
000
1 16
017
Comb
60
300
000
300
200
0 005
200
0 100
0 021
0 013
030
676
029
638
000
10
Project File 150 01 Pond 1 Piping System stm I D F File Brco_ver8 IDF
Number of lines 18
Run Date 04 13 2006
NOTES Inlet N Values = 0 016 Intensity = 155 43 / (Inlet time + 26 20) ^ 0 86 Return period = 25 Yrs ' Indicates Known Q added
Hydrallow Storm Sewers 2W3

Storm Sewer Inventory Report
Page 1
Line
Alignment
Flow Data
Physical Data
Line ID
No
Dnstr
Line
DO
Junc
Known
Drng
Runoff
Inlet
Invert
Line
Invert
Line
Line
N
J loss
Inlet/
line
length
angle
type
Q
area
coeff
time
El Dn
slope
El Up
size
type
value
coeff
Rim El
No
(ft)
(deg)
(cfs)
(ac)
(C)
(min)
(ft)
M
(it)
(m)
(n)
(K)
(it)
1
End
2242
1263
MH
000
000
000
00
2400
275
30 17
30
Cir
0 011
1 00
41 25
JB25 FES24
2
1
607
1109
Comb
000
007
059
20
30 17
1 01
3078
30
Cir
0 011
1 50
4000
CB26-JB25
3
2
1275
274
Comb
000
049
031
60
3078
1 00
3206
30
Cir
0 011
1 50
3775
CB28 CB26
4
3
901
21 9
Comb
000
036
081
50
3206
075
3274
24
Cir
0 011
1 50
3775
CB30 CB28
5
4
1108
197
Comb
000
045
066
6 0
3274
050
3329
24
Cir
0 011
1 50
3900
CB32 CB30
6
5
1470
84
Comb
000
057
066
7 0
3329
0 50
3403
24
Cir
0 011
1 50
4075
CB34 C832
7
6
1220
01
Comb
000
043
053
50
3403
050
3464
24
Cir
0 011
1 50
4200
CB36 CB34
8
7
226
981
Comb
000
030
065
4 0
3464
049
3475
24
Cir
0 011
1 00
4200
CB37 C836
9
1
141 7
-14 6
Comb
000
092
061
5 0
3017
0 50
3088
24
Cir
0 011
1 50
4075
CB38 JB25
10
2
223
-75 2
Comb
000
053
075
60
3078
049
3089
24
Cir
0 011
1 00
4000
CB27 CB26
11
3
22 1
-77 3
Comb
000
074
077
50
3206
050
3217
24
Cir
0 011
1 00
3775
CB29 CB28
12
4
224
-81 4
Comb
000
037
078
40
3274
049
3285
24
Cir
0 011
1 00
3775
CB31 CB30
13
5
223
815
Comb
000
040
084
50
3329
049
3340
24
Cu
0 011
1 00
4075
CB33 CB32
14
6
223
899
Comb
000
045
078
60
3403
049
3414
24
Cir
0 011
1 00
4200
CB35 CB34
15
9
222
1063
Comb
000
030
058
50
3088
050
3099
24
Cir
0 011
1 00
4075
CB36 CB38
Project File 150 01 Pond 2 T H Piping System stm
Number of lines 15
Date 04 13 2006
Hydraflow Storm Sewers 2003

Storm Sewer Tabulation
Paye 1
Station
Len
Drng Area
Rnoff
Area x C
Tc
Rain
Total
Cap
Val
Pipe
Invert Elev
HGL Elev
Grind / Rim Elev
Line ID
coeff
(I)
flow
full
Lme
Incr
Total
Incr
Total
Inlet
Syst
Size
Slope
Up
Dn
Up
Dn
Up
Dn
FLn
(ft)
(ac)
(ac)
(C)
(min)
(min)
(inthr)
(cfs)
(cfs)
IWO
(in)
M
(ft)
A
(ft)
(ft)
(ft)
(ft)
1
End
2242
000
6 38
000
000
426
0 0
9 2
7 3
31 12
8041
7 13
30
275
3017
2400
3203
3000
41 25
000
JB25 FES24
2
1
607
0 07
5 16
0 59
004
352
2 0
9 0
7 3
2587
4859
532
30
1 01
3078
30 17
3316
3301
4000
41 25
CB26 JB25
3
2
1275
049
456
0 31
015
3 09
6 0
8 6
7 4
2291
48 56
518
30
1 00
3206
3078
33 97
33 83
3775
4000
CB28 CB26
4
3
901
036
333
081
029
236
5 0
8 3
7 5
1767
2322
562
24
075
3274
32 06
35 12
34 73
3775
3775
CB30 CB28
5
4
1108
045
2 60
066
030
1 78
6 0
7 9
7 6
1347
1883
4 29
24
050
3329
3274
36 14
35 86
3900
3775
CB32 CB30
6
5
1470
0 57
1 75
066
0 38
1 15
7 0
7 0
7 7
8 88
1896
2 83
24
050
34 03
3329
3673
3657
4075
39 00
CB34 C632
7
6
1220
043
073
0 53
023
042
5 0
5 0
81
345
1890
1 10
24
050
3464
34 03
36 94
3692
4200
4075
CB36-CB34
8
7
226
030
030
065
020
020
4 0
4 0
8 1
1 59
18 65
0 51
24
049
3475
3464
36 97
36 97
4200
4200
CB37 CB36
9
1
141 7
0 92
1 22
0 61
0 56
074
5 0
5 8
8 0
5 86
1892
1 86
24
0 50
3088
3017
3308
3301
4075
41 25
CB38 JB25
10
2
223
0 53
053
075
040
040
6 0
6 0
7 9
3 15
1876
1 00
24
0 49
3089
3078
3383
33 83
4000
4000
CB27 CB26
11
3
22 1
074
074
077
057
0 57
5 0
5 0
8 1
464
1884
1 48
24
0 50
32 17
3206
3473
34 73
3775
3775
CB29 CB28
12
4
224
0 37
037
078
029
029
4 0
4 0
8 1
235
1871
075
24
049
3285
32 74
3586
3586
3775
3775
CB31 CB30
13
5
223
040
040
084
034
034
5 0
5 0
8 1
274
1878
087
24
049
3340
3329
36 57
3657
4075
3900
CB33 CB32
14
6
223
045
045
0 78
035
035
6 0
6 0
7 9
2 78
1878
089
24
049
3414
3403
3692
36 92
4200
4075
CB35 CB34
15
9
222
030
030
0 58
017
017
5 0
5 0
8 1
1 42
1881
045
24
050
3099
30 88
33 16
3316
4075
4075
C836 CB38
Project File 150 01 Pond 2 T H Piping System stm
Number of lines 15
Run Date 04-13 2006
NOTES Intensity = 155 43 / (Inlet time + 26 20) " 0 86 Return period = 25 Yrs
Hydraflow Storm Sewers 2003

Inlet Report
Page- 1
Line
Inlet ID
Q =
Q
Q
Q
Junc
Curb Inlet
Grate Inlet
Gutter
Inlet
Byp
No
CIA
carry
capt
byp
type
Ifne
Ht
L
area
L
W
So
W
SW
Sx
n
depth
spread
depth
1 spread
Dep
No
(cfs)
(cfs)
(cfs)
(cfs)
(in)
(ft)
(sgft)
(ft)
(ft)
(tuft)
(ft)
(ft/ft)
(ft/ft)
(ft)
(ft)
(ft)
(ft)
(in)
1
JB25
000
000
000
000
MH
00
000
000
000
000
Sag
000
0 000
0 000
0 000
000
000
000
000
000
Off
2
CB26
034
065
099
000
Comb
60
300
000
300
200
0 019
200
0 100
0 021
0 013
022
295
022
276
000
1
3
CB28
1 20
1 29
249
000
Comb
60
600
300
600
200
Sag
200
0 100
0 021
0 000
020
200
020
200
000
Off
4
CB30
238
1 72
281
1 29
Comb
60
300
000
300
200
0 012
200
0 100
0 021
0 013
036
962
035
929
000
3
5
CB32
236
1 76
283
1 29
Comb
60
300
000
300
200
0 012
200
0 100
0 021
0 013
036
962
035
933
000
4
6
CB34
291
096
271
1 15
Comb
60
300
000
300
200
0 012
200
0 100
0 021
0 013
035
914
035
905
000
5
7
CB36
1 86
0 18
1 70
034
Comb
60
300
000
300
200
0 010
200
0 100
0 021
0 013
030
676
030
671
000
6
8
CB37
1 59
000
1 40
018
Comb
60
300
000
300
200
0 010
200
0 100
0 021
0 013
028
581
028
571
000
7
9
CB38
457
000
457
000
Comb
60
600
300
600
200
Sag
200
0 100
0 021
0 000
029
629
029
629
000
Off
10
CB27
3 15
000
250
065
Comb
60
300
000
300
200
0 019
200
0 100
0 021
0 013
031
724
031
7 19
000
2
11
CB29
464
000
464
000
Comb
60
600
300
600
200
Sag
200
0 100
0 021
0 000
029
629
029
629
000
Off
12
CB31
235
000
1 91
044
Comb
60
300
000
300
200
0 012
200
0 100
0 021
0 013
031
724
030
690
000
4
13
CB33
274
000
2 13
061
Comb
60
300
000
300
200
0 012
200
0 100
0 021
0 013
032
771
032
752
000
5
14
CB35
278
000
2 16
062
Comb
60
300
000
300
200
0 012
200
0 100
0 021
0 013
032
771
032
762
000
6
15
CB39
142
000
1 42
000
Comb
60
300
1 50
300
200
Sag
200
0 100
0 021
0 000
0 17
1 70
0 17
1 70
000
Off
Project File 150 01 Pond 2 T H Piping System stm I D F File Brco_ver8 IDF
Number of lines 15
Run Date 04 13 2006
NOTES Inlet N Values = 0 016 Intensity = 155 43 / (Inlet time + 26 20) ^ 0 86 Return period = 25 Yrs ' Indicates Known Q added
Hydraflo Sfo. Sewers 2003

Storm Sewer Inventory Report
Page 1
Line
Alignment
Flow Data
Physical Data
Line ID
No
Dnstr
Line
Deft
Junc
Known
Drng
Runoff
Inlet
Invert
Line
Invert
Line
Line
N
J loss
Inlet/
line
length
angle
type
Q
area
coeff
time
El Dn
slope
El Up
size
type
value
coeff
Rim El
No
(ft)
(deg)
(cfs)
(ac)
(C)
(min)
(ft)
M
(ft)
(in)
(n)
(K)
(ft)
1
End
1670
609
MH
000
000
000
00
2605
1 00
2772
30
Cir
0 011
085
3400
JB41 FES40
2
1
1676
603
Comb
000
079
052
60
2772
066
2882
30
Cir
0 011
1 25
3800
CB43 JB41
3
2
1135
659
Comb
000
1 05
045
100
2899
075
2984
24
Cir
0 011
1 10
4200
CB44 CB43
4
3
1367
499
Comb
000
044
041
80
2984
075
3087
24
Cir
0 011
1 10
4300
CB46 CB44
5
4
1479
377
Comb
000
035
065
50
3087
050
31 61
24
Cir
0 011
1 25
41 50
CB48-CB46
6
5
191 2
166
Comb
000
056
063
70
31 61
050
3257
24
Cir
0 011
1 50
41 00
CB50 CB48
7
6
1120
-14 0
Comb
000
034
053
50
3257
050
33 13
24
Cir
0 011
1 50
4050
CB52 CB50
8
2
1162
653
Comb
000
086
057
60
2899
050
2957
24
Cir
0 011
1 00
3500
CB55 C843
9
5
223
-72 0
Comb
000
037
063
50
31 61
049
31 72
24
Cir
0 011
1 00
41 50
CB49 CB48
10
6
223
1022
Comb
000
056
063
60
3257
049
3268
24
Cir
0 011
1 00
41 00
CB51 CB50
11
7
1041
908
Comb
000
059
043
60
3313
050
3365
24
Cir
0 011
1 50
3900
CB53 CB52
12
11
223
837
Comb
000
055
053
40
3364
049
3375
24
Cir
0 011
1 00
3900
CB54 CB53
Project File 150-01 Pond 2 S F Piping System stm
Number of lines 12
Date 04 13-2006
Hydraflow Storm Sewers 2003

Storm Sewer Tabulation
Page 1
Station
Len
Drng Area
Rnoff
Area x C
Tc
Rain
Total
Cap
Vol
Pope
Invert Elev
HGL Elev
Grnd I Rim Elev,
Line ID -
coeff
(p
flow
full
Lme
Incr
Total
Incr
Total
Inlet
Syst
Sae
Slope
Up
Dn
Up
Dn
Up
Dn
FLn
(ft)
(ac)
(ac)
(C)
(min)
(min)
(in/hr)
(cfs)
(cfs)
(ft/s)
(in)
(%)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
1
End
1670
000
646
000
000
345
0 0
11 1
7 0
24 06
4847
4 90
30
1 00
2772
2605
3041
3000
3400
3900
JB41 FES40
2
1
1676
079
646
0 52
041
345
6 0
106
7 1
24311
3127
5 09
30
066
28 82
2772
31 09
3073
38 00
3400
CB43 JB41
3
2
1135
1 05
4 81
045
047
254
100
102
7 1
18 14
23 14
578
24
075
29 84
2899
32 14
31 62
4200
3800
CB44 CB43
4
3
1367
044
376
041
018
2 07
8 0
9 8
7 2
14 94
2320
476
24
075
3087
29 84
33 14
3271
4300
4200
CB46 CB44
5
4
1479
035
332
0 65
023
1 89
5 0
9 2
7 3
1383
1891
440
24
050
31 61
3087
33 92
3352
41 50
4300
CB48 CB46
6
5
191 2
0 56
260
063
035
143
7 0
8 3
7 5
1070
1894
341
24
050
32 57
31 61
34 57
3430
41 00
41 50
CB50 CB48
7
6
1120
034
1 48
053
018
0 73
5 0
7 3
7 7
5 57
1890
1 84
24
0 50
3313
32 57
34 88
34 84
4050
41 00
CB52 CB50
8
2
1162
0 86
086
057
049
049
6 0
6 0
7 9
389
1888
1 24
24
050
29 57
2899
31 64
31 62
3500
3800
CB55 CB43
9
5
223
037
037
063
023
023
50
50
81
1 90
1879
060
24
049
31 72
31 61
3430
3430
41 50
41 50
CB49 CB48
10
6
223
056
056
063
035
035
6 0
60
79
280
1879
089
24
049
3268
3257
3484
3484
41 00
41 00
C651 CB50
11
7
1041
059
114
043
025
055
6 0
60
79
432
1889
1 70
24
050
3365
3313
3497
3496
3900
4050
CB53 CB52
12
11
223
055
055
053
029
029
4 0
4 0
81
237
1878
1 04
24
049
3375
3364
3506
3506
3900
3900
CB54 CB53
Project File 150 01 Pond-2 S F Piping System stm
Number of lines 12
Run Date 04 13 2006
NOTES Intensity = 155 43 / (Inlet time + 26 20) ^ 086 Return period = 25 Yrs
Hydraflow Storm Sewers 2003

Inlet Report
Page 1
Line
Inlet ID
Q =
Q
Q
Q
Junc
Curb Inlet
Grate Inlet
Gutter
Inlet
81p
No
CIA
carry
capt
byp
type
line
HI
L
area
L
W
So
W
SW
Sx
n
depth
spread
depth
spread
Dep
No
(cfs)
(cfs)
(cfs)
(cfs)
pn)
(ft)
(sgft)
(ft)
(ft)
(ft/ft)
(ft)
(ft/ft)
(tuft)
(ft)
(ft)
(ft)
(ft)
(in)
1
J B41
000
1 85
000
1 85
MH
00
000
000
000
000
Sag
Goo
0 000
0 000
0 000
000
000
000
000
000
Off
2
CB42
326
223
364
185
Comb
60
300
000
300
200
0 020
200
0 100
0 021
0 013
036
962
036
948
000
1
3
CB44
339
054
269
1 24
Comb
60
300
000
300
200
0 010
200
0 100
0 021
0 013
036
962
036
952
000
2
4
CB46
1 36
091
1 73
054
Comb
60
300
000
300
200
0 005
200
0 100
0 021
0 013
034
867
034
862
000
3
5
CB48
1 85
144
238
091
Comb
60
300
000
300
200
0 010
200
0 100
0 021
0 013
035
914
034
871
000
4
6
CB50
273
078
236
1 15
Comb
60
300
000
300
200
0 005
200
0 100
0 021
0 013
039
11 05
038
1062
000
5
7
CB52
1 47
000
147
000
Comb
60
300
200
300
200
Sag
200
0 100
0 021
0 000
017
1 70
017
1 70
000
Off
8
CB55
389
000
290
099
Comb
60
300
000
300
200
0 020
200
0 100
0 021
0 013
033
819
032
795
000
2
9
CB49
1 90
000
1 61
029
Comb
60
300
000
300
200
0 010
200
0 100
0 021
0 013
030
676
029
643
000
5
10
CB51
280
000
202
078
Comb
60
300
000
300
200
0 005
200
0 100
0 021
0 013
036
962
036
957
000
6
11
CB53
201
000
201
000
Comb
60
300
200
300
200
Sag
200
0 100
0 021
0 000
021
248
021
248
000
Off
12
C854
237
000
237
000
Comb
60
300
200
300
200
Sag
200
0 100
0 021
0 000
024
390
024
390
000
Off
Protect File 150 01 Pond 2 S F Piping System stm I-D F File Brco_ver8 IDF
Number of lines 12
Run Date 04 13 2006
NOTES Inlet N Values = 0 016 Intensity = 155 43 / (Inlet time + 26 20) A 0 86 Return period = 25 Yrs ' Indicates Known Q added
Hydraflow Storm Sewers 2W3

Storm Sewer Inventory Report
Page 1
Line
Alignment
Flow Data
Physical Data
Line ID
No
_
Dnstr
Line
Defl
Junc
Known
Drng
Runoff
Inlet
Invert
Line
Invert
Line
Line
N
J loss
Inlet/
line
length
angle
type
Q
area
coeff
time
El Dn
slope
El Up
size
type
value
coeff
Rim El
No
(ft)
(deg)
(cfs)
(ac)
(C)
(min)
(ft)
M
(ft)
(in)
(n)
(K)
(ft)
1
End
1972
470
Comb
000
1 53
057
50
1700
275
2242
30
Or
0 011
1 25
3050
CB60 FES58
2
1
1123
61 1
Comb
000
049
058
50
2242
1 00
2354
24
Cir
0 011
1 10
3400
CB61-CB60
3
2
963
392
MH
000
000
000
00
2354
075
2426
24
Cir
0 011
075
3500
JB63 CB61
4
3
908
368
Comb
000
051
055
50
2426
075
2494
24
Cir
0 011
1 10
3200
C664-JB63
5
4
1330
428
Comb
000
1 70
053
70
2494
050
2561
24
Cir
0 011
050
3075
CB66-CB64
6
5
992
20
Comb
000
096
040
100
2561
050
26 11
24
Cir
0 011
050
31 75
CB67-CB66
7
6
1285
03
Comb
000
1 90
050
90
2611
050
2675
24
Cir
0 011
1 00
000
CB69-CB67
8
1
1150
649
Comb
000
099
060
60
2242
1 00
2357
24
Cir
0 011
050
34 10
CB70-CB60
9
8
1666
1 3
Comb
000
070
058
60
2357
1 00
2524
24
Cir
0 011
1 00
3600
CB72-CB70
Project File 150 01 Pond 3 Piping System stm
Number of lines 9
Date 04 13 2006
Hydraflow Storm Sewers 2003

Storm Sewer Tabulation
Page 1
Station
Len
Drng Area
Rnoff
Area x C
Tc
Rain
Total
Cap
Vel
Pipe
Invert Elev
HGL Elev
Grnd / Rim Elev
Line ID
coeff
(1)
Flow
full
Line
To
In
Total
Incr
Total
Inlet
Syst
Size
Slope
Up
Dn
Up
Dn
Up
Dn
Line
(ft)
(ac)
(ac)
(C)
(min)
(min)
(m/hr)
(cfs)
(cfs)
Iff/s)
pn)
M
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
1
End
1972
1 53
878
0 57
0 87
467
5 0
11 7
7 6
3527
8035
7 81
30
2 75
2242
1700
2440
2200
3050
000
CB60 FES58
2
1
1123
049
556
058
028
2 80
5 0
114
7 6
21 27
2669
677
24
1 00
23 54
2242
2650
25 79
3400
30 50
CB61 CB60
3
2
96 3
000
507
000
000
2 52
0 0
11 1
7 6
1922
23 12
612
24
075
2426
2354
2778
2728
3500
3400
JB63 CB61
4
3
908
0 51
507
055
028
2 52
5 0
109
7 7
1933
23 13
615
24
075
2494
24 26
2870
2822
3200
3500
CB64 JB63
5
4
1330
1 70
456
053
090
224
7 0
105
7 8
1733
18 97
552
24
0 50
2561
24 94
2990
2934
3075
3200
CB66 CB64
6
5
992
0 96
286
040
038
1 33
100
100
7 8
1046
18 97
333
24
0 50
2611
2561
3029
3014
31 75
3075
CB67 CB66
7
6
1285
1 90
1 90
0 50
0 95
095
9 0
9 0
8 0
763
1886
243
24
050
2675
2611
3048
3038
000
31 75
CB69 CB67
8
1
1150
099
1 69
060
059
1 00
6 0
85
81
812
2673
259
24
1 00
2357
2242
2590
2579
34 10
3050
CB70-CB60
9
8
1666
070
070
058
041
041
60
6 0
86
351
2676
222
24
1 00
2524
2357
2598
2595
3600
3410
CB72-CB70
Protect File 150-01 Pond 3 Piping System stm
Number of lines 9
Run Date 04 13 2006
NOTES Intensity = 171 29 / (Inlet time + 27 30) ^ 0 85 Return period = 50 Yrs
Hydrafim Storm Sewers 2W3

Inlet Report
Page- 1
Line
No
Inlet ID
Q =
CIA
Q
carry
Q
capt
Q
byp
Junc
type
Curb Inlet
Grate Inlet
Gutter
Inlet
Bvp
line
Ht
L
area
L
W
So
W
SW
Sx
n
depth
spread
depth
spread
Dep
No
(cfs)
(cfs)
(CIS)
(cfs)
(m)
(ft)
(sgft)
(ft)
(ft)
(fuft)
(ft)
(ft/ft)
(ft/ft)
(ft)
(ft)
(ft)
(k)
(in)
1
CB60
773
1 11
884
000
Comb
60
600
300
050
600
Sag
200
0 100
0 021
0 000
039
11 05
039
11 05
000
Off
2
CB61
252
000
252
000
Comb
60
300
000
050
300
0 016
200
0 100
0 021
0 013
030
676
030
662
000
1
3
JB63
000
000
000
000
MH
00
000
000
000
000
Sag
000
0 000
0 000
0 000
000
000
000
000
000
Off
4
CB64
249
000
249
000
Comb
60
300
000
050
300
0 055
200
0 100
0 021
0 013
025
438
025
419
000
3
5
CB66
759
000
759
000
Comb
60
600
300
050
600
Sag
200
0 100
0 021
0 000
035
914
035
9 14
000
Off
6
CB67
301
000
301
000
Comb
60
300
000
050
300
0 027
200
0 100
0 021
0 013
029
629
029
629
000
5
7
CB69
763
000
763
000
Comb
60
600
300
050
600
Sag
200
0 100
0 021
0 000
035
914
035
9 14
000
Off
8
C870
5 13
000
402
1 11
Comb
60
300
000
050
300
0 025
200
0 100
0 021
0 013
034
867
034
867
000
1
9
CB72
351
000
351
000
Comb
60
300
000
050
300
0 010
200
0 100
0 021
0 013
035
914
035
900
000
8
Project File 150 01 Pond 3 Piping System stm I D F File Brco_ver8 IDF
Number of lines 9
Run Date 04 13 2006
NOTES Inlet N-Values = 0 016 Intensity = 171 29 / (Inlet time + 27 30) A 0 85 Return period = 50 Yrs ' Indicates Known 0 added
Hydraflow Storm Sewers 2003

Supplemental Calculations
for
Wet Detention Basin —1
(Stormwater Pond -1)

Wet Detention Basin Design Sheet
The Reserve at Palmetto Creek
Stormwater Pond 1
Drainage Area (Ad) =
853 [ac]
Impervious Area (Ai)
Buildings
252 [ac]
Roads
090 [ac]
Parking
077 [ac]
Sidewalk
024 [ac]
Amenity
002 [ac]
Total 4 46 [ac] y
Percent Impervious (1)
I = Ad/Ai = 52 23% �—
Pond 1 Shall Be 5' Deep and Designed to Remove 90% TSS
SA/DA= 366
Required Surface Area at Permanent Pool Elevation (38 ft)
SAREo = 031 [ac] = 13,605 [sf]
Surface Area Provided at Permanent Pool Elevation (38 ft) 50,407 [sf]
11 SA Provided = 50,407 > 13,605 = SA Required OK
Minimum Required Volume (Simple Method by Tom Scheuler)
Rv = 0 05 + 0 009 * (1)
Rv = 0 520
Volume = (1 0") * Rv * Ad = 0 370 [ac-ft]
= 16,108 [cf]

Volume Provided at Temporary Pool
Increment
Total
El fftl
SA fsfl
Vol [Cfl
Vol[Cfl
38
50,407
0
0
39
54,389
52,398
52,398
40
58 504
56,447
108,845
Set Temporary Pool Elevation
Required Elevation =
38 36 [ft]
Use Elevation =
38 50 [ft]
Volume Provided =
24,175v[cq
Vol Provided = 24,175 > 16,108 = Vol Required OK
Forebay Sizing
Permanent Pool Volume M g on I
Increment
Total
El [ftl
SA fsfl
Vol [cfl
Vol rcfl
33
15,766
0
0
34
18 680
17,223
17,223
35
21,674
20,177
37,400
36
30 567
26,121
63,521
37
34,019
32,293
95,814
38
37,077
35,548
131,362
lii8o
� f %�

, r
Check Forebay Volume
El fftl
33
34
35
36
37
38
Provided Volume =
Increment
Total
SA fsfl
Vol fcfl
Vol cf
6,379
0
0
7,643
7,011
7,011
8 957
8,300
15,311
10,344
9,651
24,962
11,876
11,110
36,072
13,380
12,628
48 700
48,700
[cf]
ill Vol Provided = 48,700 > 36,012 = Vol Required OK
Orifice Sizing Required Drawdown Time = 2 - 5 Days
QZ = 0 093 [cfs] (For 2 Day Drawdown)
05 = 00373 [cfs] (For 5 Day Drawdown)
Select a 20 inch circular orifice, (Permanent Pool El = 38 ft)
Q Provided= Cd*A*(2gh)2 Where Cd= 06
A= 00218 [sf]
g= 322 [fps/s]
h= avg head
0208 [ft]
Q Provided = 0 048 [cfs]
OZ > 0 048 > 05 OK

Wet Detention Basin Spillway Design
Tne ae< er,r- at Pal r etto G eek
Stormwater Pond 1
Drainage Area = 8 533402
[ac]
% Impervious = 52 2%
Cc= E(CA)/E(A)
0542
Where C Impervious =
090
C Pervious =
015
Peak Intensity Design Storm Event = 10 yea - 5 minute
Rainfall Intensity=
723
[in/hr]
Top of Outlet Structure =
385
[msl]
Invert of Outlet Structure =
34
[msl]
Top of Pond Elevation =
40
[msl]
Dimensions of Outlet Structure =
4'
[square]
Top of Spillway =
Riser El = 38 5
h
Invert Out = 34
Width of Emergency Spillway
20 0` Too of Dike = 40
Top of Spillway = 39 25

Q Req'd = Cc * 1 *A = 3342 [cfs] . Principal Spillway to Pass Required 10 year Storm Event
Check for Flow Capacity of Barrel
h = 425 [ft]
Diameter of Outlet Pipe = 2 0'
Hw/Dia = 2625
O = CA(2gh)05xNb 3378 [cfs] Where C = 0 65 (Groove end with headwall)
Nb = Number of Barrels = 1 [barrels]
Q Principal = 3378 [cfs] > 3342 [cfs] = Q Required OK
Check for Flow Capacity of Riser
Q Principal = Cw L H'n = 3461 [cfs] Where Cw = 3 33 (Sharp -crested weir)
Q Principal = 3461 [cfs] > 33 42 [cfs] = Q Required OK
Check for Flow Capacity of Emergency Spillway for 25 year Storm
Peak Rainfall Intensity = 815 [in/hr]
Q Req'd = Cc * I * A = 3767 [cfs] . Emergency Spillway to Pass Required 25 year Storm Event
O Emergency = Cw L H'rz = 3897 [cfs] Where Cw = 3 0 (Broad -crested weir)
11 Q Emergency = 3897 [cfs] > 37 67 [cfs] = Q Required OK

Pond Report
Hydraflow Hydrographs by Inlellsolve
Thursday Apr 13 2006 12 16 PM
Pond No 1 - Stormwater Pond - 1
Pond Data
Pond storage Is based on known contour areas
Average end area method
used
Stage / Storage Table
Stage (ft) Elevation (ft)
Contour area (sqft)
Incr Storage (cult)
Total storage (cult)
000 3200
22 541
0
0
1 00 3300
26 751
24 646
24 646
200 3400
31 078
28 915
53 561
300 3500
35 525
33 302
86 862
400 3600
40 089
37 807
124 669
500 3700
44 768
42 429
167 098
600 3800
50 407
47 588
214 685
700 3900
54 389
52 398
267 083
Culvert / Orifice Structures
Weir Structures
[A]
[B]
[C]
[D]
[A]
[B]
[C]
[D]
Rise (in)
= 2400
200
000
000
Crest Len (ft)
= 1600
000
000
000
Span (in)
= 2400
200
000
000
Crest El (ft)
= 38 50
000
000
000
No Barrels
= 1
1
0
0
Weir Coeff
= 333
000
000
000
Invert El (ft)
= 3400
3800
000
000
Weir Type
= Rect
—
—
—
Length (ft)
= 10000
1 00
000
000
Multistage
= No
No
No
No
Slope (%)
= 050
050
000
000
N-Value
= 013
013
000
000
Orif Coeff
= 060
060
000
000
Multistage
= n/a
Yes
No
No
Exfiltration = 0
000 in/hr (Contour) Tailwater
Elev = 0 00 it
Stage (ft)
8 00
600
400
200
000
Stage / Storage
Note CuWert/onhce outflows have been analysed under inlet and outlet control
Stage (it)
800
600
400
200
000
0 50 000 100 000 150 000 200 000 250 000 300 000
— Storage Storage (cuft)

Hydrograph Return Period Recap
Hyd
Hydrograph
Inflow
Peak Outflow (cfs)
Hydrograph
No
type
Hyd(s)
descriptiondescription(origin)g(origin)1
Yr
2 Yr
3 Yr
5-Yr
10-Yr
25 Yr
50 Yr
100 Yr
1
Rational
--
21 07
--
24 34
2687
3065
3357
3653
SWP-1 Piping System
2
Rational
— —
— -
1 48
1 73
1 92
220
242
264
SWP-1 Drainage Basin
3
Combine
1 2
1931
2232
2465
28 12
30 80
3352
SWP-1 Influent
4
Reservoir
3
---
005
--
005
0 05
006
006
007
SWP-1 Discharge
Proj file 150-01 Stormwater Pond-1 gpw
Thursday, Apr 13 2006, 12 17 PM
Hydraflow Hydrographs by Intelisolve

Hydrograph Plot
Hydraflow Hydrographs by Intelisolve
Thursday Apr 13 2006 12 17 PM
Hyd No 4
SWP-1 Discharge
Hydrograph type =
Reservoir
Peak discharge
= 0 05 cfs
Storm frequency =
2 yrs
Time Interval
= 1 min
Inflow hyd No =
3
Max Elevation
= 38 28 ft
Reservoir name =
Stormwater Pond - 1
Max Storage
= 229,155 cuft
Storage Indication method used Wet pond routing start elevation = 38 00 ft
SWP-1 Discharge
Hydrograph Volume = 6 305 cult
Q (cfs) Hyd No 4 -- 2 Yr Q (cfs)
21 00 21 00
1800 1800
15 00 1500
1200 1200
900 900
600 - 600
300 - 3 00
000 - 000
0 5 10 15 19 24 29 34 39 44 48
— Hyd No 4 — Hyd No 3 Time (hrs)

Hydrograph Plot
Hydraflow Hydrographs by Intelisolve
Thursday Apr 13 2006 12 17 PM
Hyd No 4
SWP-1 Discharge
Hydrograph type =
Reservoir
Peak discharge
= 0 05 cfs
Storm frequency =
5 yrs
Time Interval
= 1 min
Inflow hyd No =
3
Max Elevation
= 38 32 ft
Reservoir name =
Stormwater Pond - 1
Max Storage
= 231,420 cuft
Storage Indication method used Wet pond routing start elevation = 38 00 ft
Q (cfs
2400
1600
1200
es
400
SWP-1 Discharge
Hyd No 4 -- 5 Yr
1
Hydrograph Volume = 7 200 cult
Q (cfs)
2400
2000
1600
if'IsU]
[iK1l]
000 1 000
0 5 10 15 19 24 29 34 39 44 48
— Hyd No 4 — Hyd No 3 Time (hrs)

Hydrograph Plot
Hydraflow Hydrographs by Intelisolve
Thursday Apr 13 2006 12 17 PM
Hyd No 4
SWP-1 Discharge
Hydrograph type =
Reservoir
Peak discharge
= 0 05 cfs
Storm frequency =
10 yrs
Time interval
= 1 min
Inflow hyd No =
3
Max Elevation
= 38 35 ft
Reservoir name =
Stormwater Pond - 1
Max Storage
= 233,175 cuft
Storage Indication method used Wet pond routing start elevation = 38 00 ft
Q (cfs)
2800
2400
2000
1600
1200
:m
400
SWP-1 Discharge
Hyd No 4 -- 10 Yr
Hydrograph Volume = 7 806 cult
Q (cfs)
2800
2400
2000
1600
1200
400
000 000
0 5 10 15 19 24 29 34 39 44 48
Time (hrs)
— Hyd No 4 —Hyd No 3

Hydrograph Plot
Hydranow Hydrographs by Intelisolve
Thursday Apr 13 2006 12 17 PM
Hyd No 4
SWP-1 Discharge
Hydrograph type =
Reservoir
Peak discharge
= 0 06 cfs
Storm frequency =
25 yrs
Time Interval
= 1 min
Inflow hyd No =
3
Max Elevation
= 38 40 ft
Reservoir name =
Stormwater Pond - 1
Max Storage
= 235,785 cuft
Storage Indication method used Wet pond routing start elevation = 38 00 ft
Q (cfs
3000
2500
(zollAI
1500
1000
.m
SWP-1 Discharge
Hyd No 4 -- 25 Yr
Hydrograph Volume = 8 644 cult
Q (cfs)
3000
2500
2000
1500
1000
5 00
000 - 000
0 5 10 15 19 24 29 34 39 44 48
— Hyd No 4 — Hyd No 3 Time (hrs)

r t
Hydrograph Plot
Hydratlow Hydrographs by Intelisolve
Thursday Apr 13 2006 12 17 PM
Hyd No 4
SWP-1 Discharge
Hydrograph type =
Reservoir
Peak discharge
= 0 06 cfs
Storm frequency =
50 yrs
Time Interval
= 1 min
Inflow hyd No =
3
Max Elevation
= 38 44 ft
Reservoir name =
Stormwater Pond - 1
Max Storage
= 237,801 cuft
Storage Indication method used Wet pond routing start elevation = 38 00 ft
Q (cfs)
3500
3000
2500
2000
1500
1000
611114I
SWP-1 Discharge
Hyd No 4 -- 50 Yr
Hydrograph Volume = 9 254 cult
Q (cfs)
3500
3000
2500
2000
f611N1
1000
5 00
000 000
0 5 10 15 19 24 29 34 39 44 48
— Hyd No 4 — Hyd No 3 Time (hrs)

Hydrograph Plot
Hydraflow Hydrographs by Intelisolve
Thursday Apr 13 2006 12 17 PM
Hyd No 4
SWP-1 Discharge
Hydrograph type =
Reservoir
Peak discharge
= 0 07 cfs
Storm frequency =
100 yrs
Time Interval
= 1 min
Inflow hyd No =
3
Max Elevation
= 38 48 ft
Reservoir name =
Stormwater Pond - 1
Max Storage
= 239,846 cuft
Storage Indication method used Wet pond routing start elevation = 38 00 ft
Q (cfs
3500
3000
2500
1500
iGIfAI
500
SWP-1 Discharge
Hyd No 4 -- 100 Yr
Hydrograph Volume = 9 833 cult
0 (cfs)
3500
3000
2500
2000
1500
1000
500
000 000
0 5 10 15 19 24 29 34 39 44 48
Time (hrs)
— Hyd No 4 —Hyd No 3

Supplemental Calculations
for
Wet Detention Basin — 2
(Stormwater Pond - 2)

Wet Detention Basin Design Sheet
The Reserve at Palmetto Creek
Stormwater Pond 2
Drainage Area (Ad) =
1583 [ac]
Impervious Area (Ai)
Buildings
485 [ac]
Roads
1 49 [ac]
Parking
075 [ac]
Sidewalk
025 [ac]
Amenity
001 [ac]
Total
735 [ac] ✓
Percent Impervious (1)
I = Ad/Ai = 46 44% F
Pond 2 Shall Be 5' Deep and Designed to Remove 90% TSS
SA/DA= 322
Required Surface Area at Permanent Pool Elevation (30 ft)
SAREo = 051 [ac] = 22,210 [sf]
Surface Area Provided at Permanent Pool Elevation (30 ft) �g1 887 [sf]
Ilo99
SA Provided = 4s88% > 22,210 = SA Required OK
Minimum Required Volume (Simple Method by Tom Scheuler)
Rv = 0 05 + 0 009 * (1)
Rv = 0 468
Volume = (1 0") * Rv * Ad = 0 617 [ac-ft]
= 26,897 [cq

Volume Provided at Temporary Pool
Increment
Total
El [ftl
SA [sfl
Vol [Cfl
Vol c
30
51,689
0
0
31
54 526
53 108
53,108
32
57,414
55,970
109,078
Set Temporary Pool Elevation
Required Elevation = 30 53 [ft] �—
Use Elevation = 31 00 [ft]
Volume Provided = 53,108 [cl]
Vol Provided = 53,108 > 26,897 = Vol Required OK
Forebay Sizing
Permanent Pool Volume
El IM
25
26
27
28
29
30
SA fsfl
21,267
23,267
25 324
32,600
Increment
Vol[cfl
0
22,267
24,296
28,962
33,787
36,300
Total
Vol rcfl
0
22,267
46,563
75,525
109,311
145,61
2 07

Check Forebay Volume
El ft
25
26
27
28
29
30
Provided Volume =
Increment
Total
SA [sfl
Vol fcfl
Vol c
7,212
0
0
8,409
7,811
7,811
9,664
9,037
16,847
10968
10,316
27,163
12,394
11,681
38,844
14,063
13,229
52 073
52,073
[cf]
Vol Provided = 52,073 > 39,537 = Vol Required OK
Orifice Sizing Required Drawdown Time = 2 - 5 Days
02 = 0 156 [cfs] (For 2 Day Drawdown)
05 = 00623 [cfs] (For 5 Day Drawdown)
Select a 20 inch circular orifice, (Permanent Pool El = 30 ft)
Q Provided= Cd*A*(2gh)2 Where Cd= 06
A= 0 0218 [sf]
g= 322 [fps/s]
h= avg head
0 458 [ft]
Q Provided — 0 071 [cfs]
QZ > 0 071 > Q5 OK

Drainage Area =
%Impervious =
Cc= E(CA)/P(A)
Where C Impervious =
C Pervious =
Wet Detention Basin Spillway Design
T1C=CSC`e-It P1,1 C[t)i rCC
Stormwater Pond 2
1583 [ac]
46 4%
0 498
090
015
Peak Intensity Design Storm Event = 10 YeL, - 5 rrunu. e
Rainfall Intensity=
723
[in/hr]
Top of Outlet Structure =
31 0
[msl]
Invert of Outlet Structure =
27
[msl]
Top of Pond Elevation =
34
[msl]
Dimensions of Outlet Structure =
4-
[square]
Top of Spillway =
Riser El = 31 0
h
Invert Out = 27
Width of Emergency Spillway
350
Top of Spillway = 33 25

Q Req'd = Cc * I *A = 5705 [cfs] � Principal Spillway to Pass Required 10 year Storm Event
Check for Flow Capacity of Barrel
h = 500 [ft]
Diameter of Outlet Pipe = 2 5'
Hw/Dia = 3
O = (Nb)CA(2gh)° s 5725 [cfs] Where C = 0 65 (Groove end with headwall)
Nb = Number of Barrels = 1 [barrels]
Q Principal = 5725 [cfs] > 5705 [cfs] = Q Required OK
Check for Flow Capacity of Riser
Q Principal = Cw L W'2 = 179 82 [cfs] Where Cw = 3 33 (Sharp -crested weir)
Q Principal = 179 82 [cfs] > 57 05 [cfs] = Q Required OK
Check for Flow Capacity of Emergency Spillway for 25 year Storm
Peak Rainfall Intensity = 815 [in/hr]
Q Req'd = Cc ' I * A = 6430 [cfs] � Emergency Spillway to Pass Required 25 year Storm Event
Q Emergency = Cw L H3 2 = 6820 [cfs] Where Cw = 3 0 (Broad crested weir)
Q Emergency = 6820 [cfs] > 64 30 [cfs] = Q Required OK

Supplemental Calculations
for
Wet Detention Basin — 3
(Stormwater Pond - 3)

M.... A M....."
Hydraflow Hydrographs by Intellsolve
Thursday Apr 13 2006 12 26 PM
Pond No 1 - Stormwater Pond - 2
Pond Data
Pond storage is based on known contour areas Average end area method
used
Stage / Storage Table
Stage (ft) Elevation (ft)
Contour area (sqft)
Incr Storage (cuft)
Total storage (cult)
000 2400
25 244
0
0
1 00 2500
28 344
26 794
26 794
200 2600
31 558
29 951
56 745
300 2700
34 888
33 223
89 968
400 2800
38 330
36 609
126 577
500 2900
41 887
40 109
166 686
600 3000
45 559
43 723
210 409
700 31 00
49 345
47 452
257 861
800 3200
53 245
51 295
309 156
Culvert / Orifice Structures
Weir Structures
[A]
[B]
[C]
[D]
[A]
[B]
[C]
[D]
Rise (In)
= 3000
200
000
000
Crest Len (ft)
= 16 00
000
000
000
Span (In)
= 3000
200
000
000
Crest El (ft)
= 31 00
000
000
000
No Barrels
= 1
1
0
0
Weir Coeff
= 333
000
000
000
Invert El (ft)
= 2700
3000
000
000
WeirType
= Rect
—
—
—
Length (ft)
= 10000
1 00
000
000
Multi -Stage
= Yes
No
No
No
Slope (%.)
= 020
1 00
000
000
N-Value
= 013
013
000
000
Orif Coeff
= 060
060
000
000
Multistage
= n/a
No
No
No
Exfiltratlon = 0
0001n/hr (Contour) Tallwater
Elev = 0 00 It
Stage (it)
800
600
400
200
000
Stage / Storage
Note CdverUOnfice outfiovrs have been analyzed under inlet and outlet control
Stage (ft)
800
600
400
200
OW90ME
0 60 000 120 000 180 000 240 000 300 000 360 000
— Storage Storage (cuft)

Hydrograph Return Period Recap
Hyd
Hydrograph
Inflow
Peak Outflow (cfs)
Hydrograph
No
type
Hyd(s)
description
(origin)1
Yr
2 Yr
3-Yr
5 Yr
10-Yr
25 Yr
50 Yr
100 Yr
1
Rational
--
—
2205
— —
2524
2774
31 50
34 42
3738
SWP 2 T H Piping System
2
Rational
-- —
- -
1661
- —
1913
21 10
2403
2629
2859
SWP 2 S F Piping System
3
Rational
--
—
2 51
— --
2 93
325
372
4 09
446
SWP 2 Drainage Basin
4
Combine
1 2 3
--
3088
3548
3907
4445
4860
52 83
SWP 2 Influent
5
Reservoir
4
---
006
--
007
007
008
0 08
0 09
SWP 2 Discharge
Proj file 150-01 Stormwater Pond-2 gpw
Thursday, Apr 13 2006, 12 27 PM
Hydraflow Hydrographs by Intebsolve

Hydrograph Plot
Hydraflow Hydrographs by Intelisolve
Hyd No 5
SWP-2 Discharge
Hydrograph type = Reservoir
Storm frequency = 2 yrs
Inflow hyd No = 4
Reservoir name = Stormwater Pond - 2
Storage Indication method used Wet pond routing start elevation = 30 00 ft
Q (cfs
3500
3000
2500
1500
1000
500
SWP-2 Discharge
Hyd No 5 -- 2 Yr
Thursday Apr 13 2006 12 27 PM
Peak discharge = 0 06 cfs
Time Interval = 1 min
Max Elevation = 30 46 ft
Max Storage = 232,221 cuft
Hydrograph Volume = 9 316 cult
Q (cfs)
3500
3000
2500
2000
1500
1000
500
0 00 0 00
0 5 10 15 19 24 29 34 39 44 48
— Hyd No 5 — Hyd No 4 Time (hrs)

Hydrograph Plot
Hydraflow Hydrographs by Intelisolve
Thursday Apr 13 2006 12 27 PM
Hyd No 5
SWP-2 Discharge
Hydrograph type =
Reservoir
Peak discharge
= 0 07 cfs
Storm frequency =
5 yrs
Time Interval
= 1 min
Inflow hyd No =
4
Max Elevation
= 30 53 ft
Reservoir name =
Stormwater Pond - 2
Max Storage
= 235,515 cuft
Storage Indication method used Wet pond routing start elevation = 30 00 ft
Q (cfs)
4000
3000
2000
111111NI
SWP-2 Discharge
Hyd No 5 -- 5 Yr
Hydrograph Volume = 10 360 cult
Q (cfs)
4000
3000
2000
1000
000 11 000
0 5 10 15 19 24 29 34 39 44 48
— Hyd No 5 — Hyd No 4 Time (hrs)

1
Hydrograph Plot
HydraFlow Hydrographs by Intelisolve
Thursday Apr 13 2006 12 27 PM
Hyd No 5
SWP-2 Discharge
Hydrograph type =
Reservoir
Peak discharge
= 0 07 cfs
Storm frequency =
10 yrs
Time interval
= 1 min
Inflow hyd No =
4
Max Elevation
= 30 58 ft
Reservoir name =
Stormwater Pond - 2
Max Storage
= 238,081 cuft
Storage Indication method used Wet pond routing start elevation = 30 00 ft
Q (cfs)
4000
3000
K111111I
1000
WFAM
SWP-2 Discharge
Hyd No 5 -- 10 Yr
Hydrograph Volume = 11 076 cult
Q (cfs)
4000
3000
2000
1000
ETW
0 5 10 15 19 24 29 34 39 44 48
— Hyd No 5 — Hyd No 4 Time (hrs)

r
Hydrograph Plot
Hydraflow Hydrographs by Intelisolve
Thursday Apr 13 2006 12 27 PM
Hyd No 5
SWP-2 Discharge
Hydrograph type =
Reservoir
Peak discharge
= 0 08 cfs
Storm frequency =
25 yrs
Time Interval
= 1 min
Inflow hyd No =
4
Max Elevation
= 30 66 ft
Reservoir name =
Stormwater Pond - 2
Max Storage
= 241,915 cuft
Storage Indication method used Wet pond routing start elevation = 30 00 ft
Q (cfs
5000
4000
01111In
2000
Hill
Sill Discharge
Hyd No 5 -- 25 Yr
Hydrograph Volume = 12 075 cult
Q (cfs)
5000
4000
3000
2000
1000
000 000
0 5 10 15 19 24 29 34 39 44 48
— Hyd No 5 — Hyd No 4 Time (hrs)

r
Hydrograph Plot
Hydraflow Hydrographs by Intelisolve
Thursday Apr 13 2006 12 27 PM
Hyd No 5
SWP-2 Discharge
Hydrograph type =
Reservoir
Peak discharge
= 0 08 cfs
Storm frequency =
50 yrs
Time Interval
= 1 min
Inflow hyd No =
4
Max Elevation
= 30 73 ft
Reservoir name =
Stormwater Pond - 2
Max Storage
= 244,882 cuft
Storage Indication method used Wet pond routing start elevation = 30 00 ft
Q (cfs)
5000
4000
3000
2000
1000
SWP-2 Discharge
Hyd No 5 -- 50 Yr
Hydrograph Volume = 12 802 cult
Q (cfs)
5000
4000
3000
2000
1000
000 - 000
0 5 10 15 19 24 29 34 39 44 48
— Hyd No 5 — Hyd No 4 Time (hrs)

Hydrograph Plot
Hydraflow Hydrographs by Intelisolve
Thursday Apr 13 2006 12 27 PM
Hyd No 5
SWP-2 Discharge
Hydrograph type =
Reservoir
Peak discharge
= 0 09 cfs
Storm frequency =
100 yrs
Time Interval
= 1 min
Inflow hyd No =
4
Max Elevation
= 30 79 ft
Reservoir name =
Stormwater Pond - 2
Max Storage
= 247,894 cuft
Storage Indication method used Wet pond routing start elevation = 30 00 ft
Q (cfs)
6000
5000
4000
3000
2000
1000
SWP-2 Discharge
Hyd No 5 -- 100 Yr
Hydrograph Volume = 13 502 cult
Q (cfs)
6000
5000
4000
3000
2000
1000
000 1 1 1. 000
0 5 10 15 19 24 29 34 39 44 48
Time (hrs)
— Hyd No 5 —Hyd No 4

r
Wet Detention Basin Design Sheet
The Reserve at Palmetto Creek
Stormwater Pond 3
Drainage Area (Ad) =
1056 [ac]
Impervious Area (Ai)
Buildings
321 [ac]
Roads
086 [ac]
Parking
000 [ac]
Sidewalk
009 [ac]
Amenity
000 [ac]
Total
416 [ac] ✓
Percent Impervious (1)
I = Ad/Ai = 39 41 % +—
Pond 3 Shall Be 5' Deep and Designed to Remove 90% TSS
SAIDA= 274
Required Surface Area at Permanent Pool Elevation (22 ft)
SAREQ = 029 [ac] = 12 606 [sf]
Surface Area Provided at Permanent Pool Elevation (22 ft) 14,219 [sf]
SA Provided = 14,219 / > 12,606 = SA Required OK
Minimum Required Volume (Simple Method by Tom Scheuler)
Rv = 0 05 + 0 009 * (1)
Rv = 0 405
Volume = (1 0") * Rv * Ad = 0 356 [ac-ft]
= 15,515 [cf]

Volume Provided at Temporary Pool
Increment
Total
El ffti
SA fsfl
Vol [cfl
Vol[cfl
22
14,219
0
0
23
16,190
15,205
15,205
24
18,218
17,204
32,409
Set Temporary Pool Elevation
Required Elevation = 23 02 [ft]
Use Elevation = 23 35 [ft]
Volume Provided = 21,226 [cf]
Vol Provided = 21,226 > 15,515 = Vol Required OK
Forebay Sizing
Permanent Pool Volume
Increment
Total
El fftl
SA -sq
Vol [cfI
Vol[cfl
17
4,201
0
0
18
5,222
4,712
4,712
19
6,365
5,794
10,505
20
7 629
6,997
17,502
21
9,015
8,322
25,824
22
10,501
9,758
35, 82
IB°t
�-4-�

Check Forebay Volume
El N
17
18
19
20
21
22
Provided Volume =
SA fsfl
490
886
1,400
2,028
2,771
3,718
9,189
Increment
Vol c
0
688
1,143
1,714
2,400
3,245
[cf]
Total
Vol[cfl
0
688
1,831
3,545
5,945
9,189
Vol Provided = 9,189 > 8,954 = Vol Required OK
Orifice Sizing Required Drawdown Time = 2 - 5 Days
02 = 0 090 [cfs] (For 2 Day Drawdown)
05 = 00359 [cfs] (For 5 Day Drawdown)
Select a 20 inch circular orifice, (Permanent Pool El = 22 ft)
Q Provided= Cd'A'(2gh)2 Where Cd= 06
A= 00218 [sf]
g= 322 [fps/s]
h= avg head
0 633 [ft]
O Provided = 0 084 [cfs]
QZ > 0 084 > Q5 OK

Wet Detention Basin Spillway Design
The Re, er,, c at Pal r et[:, t, eeh
Stormwater Pond 3
Drainage Area = 1056175 [ac]
% Impervious = 39 4%
Cc= £(CA)/E(A)
0496
Where C Impervous =
095
C Pervious =
020
Peak Intensity Design Storm Event =
10 yea
- 5 menu e
Rainfall intensity =
723
[in/hrj
Top of Outlet Structure =
234
[msl]
Invert of Outlet Structure =
22
[msl]
Top of Pond Elevation =
2475
[msl]
Dimensions of Outlet Structure =
5'
[square]
Top of Spillway =
Riser El = 23 35
M,
Invert Out = 22
Width of Emergency Spillway
4' 0' T�qp of Dike =
Top of Spillway = 24 _V

Q Req'd = Cc * I *A = 3784 [cfs] . Principal Spillway to Pass Required 10 year Storm Event
Check for Flow Capacity of Barrel
h = 075 [ft]
Diameter of Outlet Pipe = 25'
Hw/Dia = 08
O = CA(2gh)° SxNb 4435 [cfs] Where C = 0 65 (Groove end with headwall)
Nb = Number of Barrels = 2 [barrels]
Q Pnnapal = 4435 [cfs] > 3784 [cfs] = Q Required CA
Check for Flow CapacitV of Riser
Q Principal = Cw L 1-132 = 4363 [cfs] Where Ow = 3 33 (Sharp -crested weir)
Q Principal = 4363 [cfs] > 37 84 [cfs] = Q Required OK 11
Check for Flow Capacity of Emergency Spillway for 25 year Storm
Peak Rainfall Intensity = 815 [in/hr]
Q Req'd = Cc * I * A = 4266 [cfs] � Emergency Spillway to Pass Required 25 year Storm Event
Q Emergency = Cw L H'�2 = 4349 [cfs] Where Cw = 3 0 (Broad crested weir)
11 Q Emergency = 4349 [cfs] > 42 66 [cfs] = Q Required OK

Fond Report
Hydraflow Hydrographs by Intellsolve Thursday Apr 13 2006 12 30 PM
Pond No 1 - Stormwater Pond - 3
Pond Data
Pond storage Is based on known contour areas Average end area method used
Stage / Storage Table
Stage (ft) Elevation (ft) Contour area (sgft) Incr Storage (cult) Total storage (cult)
000
1700
4 690
0
0
1 00
1800
6 109
5 400
5 400
200
1900
7 765
6 937
12 337
300
2000
9 658
8 712
21 048
400
21 00
11 785
10 722
31 770
500
2200
14 219
13 002
44 772
600
2300
16 191
15 205
59 977
700
2400
18 218
17 205
77 181
Culvert / Orifice
Structures
Weir Structures
[A]
[B]
[C]
[D]
[A] IB]
[C]
[D]
Rise (in)
= 3000
200
000
000
Crest Len (ft)
= 16 00 000
000
000
Span (in)
= 3000
200
000
000
Crest El (ft)
= 23 35 000
000
000
No Barrels
= 2
1
0
0
Weir Coeff
= 333 000
000
000
Invert El (ft)
= 2200
2200
000
000
Weir Type
= Rect —
—
—
Ler (ft)
= 2000
1 00
000
000
Multistage
= No No
No
No
Slope (%)
= 020
1 00
000
000
N Value
= 013
013
000
000
Orif Coeff
= 060
060
000
000
Multi Stage
= n/a
No
No
No
Exfltration = 0 000 in/hr (Contour) Tailwater
Elev = 0 00 It
Stage (it)
800
IYUII
400
200
ram
Stage / Storage
Note Culve hrOrlfice oufflo have been analyzed under inlet and outlet control
Stage (ft)
800
. rr
Ill
200
1e*aU11111111
0 8 000 16 000 24 000 32 000 40 000 48 000 56 000 64 000 72 000 80 000
— Storage Storage (cuft)

Hydrograph Return Period Recap
Hyd
Hydrograph
Inflow
Peak Outflow (cfs)
Hydrograph
No
type
Hyd(s)
description
(origin)1-Yr
2-Yr
3 Yr
5 Yr
10-Yr
25 Yr
50 Yr
100-Yr
1
Rational
--
21 91
2531
2795
31 87
3491
3798
SWP 3 Piping System
2
Rational
168
--
1 94
2 14
244
2 67
2 91
SWP 3 Drainage Basin
3
Combine
1 2
2095
2420
2673
3048
3338
3632
SWP 3 Influent
4
Reservoir
3
321
386
430
497
549
6 54
SWP 3 Discharge
Proj file 150-01 Stormwater Pond-3 gpw
Thursday, Apr 13 2006, 12 31 PM
Hydraflow Hydrographs by Intelisolve

Hydrograph Plot
Hydraflow Hydrographs by Intelisolve
Thursday Apr 13 2006 12 31 PM
Hyd No 4
SWP-3 Discharge
Hydrograph type =
Reservoir
Peak discharge
= 3 21 cfs
Storm frequency =
2 yrs
Time Interval
= 1 min
Inflow hyd No =
3
Max Elevation
= 22 86 ft
Reservoir name =
Stormwater Pond - 3
Max Storage
= 57,855 cuft
Storage Indication method used Wet pond routing start elevation = 22 00 ft
SWP-3 Discharge
Q (cfs) Hyd No 4 -- 2 Yr
21 00
1800
1500
1200
900
600
300
000
Hydrograph Volume = 15 067 cult
Q (cfs)
21 00
1800
1500
1200
900
600
300
000
00 10 20 30 40 50 60 70 80 90 100
— Hyd No 4 — Hyd No 3 Time (hrs)

Hydrograph Plot
HydraFlow Hydrographs by Intelisolve
Thursday Apr 13 2006 12 31 PM
Hyd No 4
SWP-3 Discharge
Hydrograph type =
Reservoir
Peak discharge
= 3 86 cfs
Storm frequency =
5 yrs
Time Interval
= 1 min
Inflow hyd No =
3
Max Elevation
= 22 99 ft
Reservoir name =
Stormwater Pond - 3
Max Storage
= 59,775 cuft
Storage Indication method used Wet pond routing start elevation = 22 00 It
SWP-3 Discharge
Q (cfs) Hyd No 4 -- 5 Yr
2800
24 00 I
2000
1600
1200
800
400
0 00
Hydrograph Volume = 17 410 cuR
Q (cfs)
2800
2400
2000
1600
1200
800
400
0 00
00 10 20 30 40 50 60 70 80 90 100
— Hyd No 4 — Hyd No 3 Time (hrs)

Hydrograph Plot
Hydraflow Hydrographs by Intelisolve
Thursday Apr 13 2006 12 31 PM
Hyd No 4
SWP-3 Discharge
Hydrograph type =
Reservoir
Peak discharge
= 4 30 cfs
Storm frequency =
10 yrs
Time interval
= 1 min
Inflow hyd No =
3
Max Elevation
= 23 08 ft
Reservoir name =
Stormwater Pond - 3
Max Storage
= 61,267 cuft
Storage Indication method used Wet pond routing start elevation = 22 00 ft
Q (cfs)
2800
2400
2000
1600
1200
800
400
000
SWP-3 Discharge
Hyd No 4 — 10 Yr
Hydrograph Volume = 19 226 cult
Q (cfs)
2800
2400
2000
1600
1200
800
400
000
00 08 17 25 33 42 50 58 67 75 83 92
— Hyd No 4 — Hyd No 3 Time (hrs)

Y �
Hydrograph Plot
Hydraflow Hydrographs by Intelisolve
Thursday Apr 13 2006 12 31 PM
Hyd No 4
SWP-3 Discharge
Hydrograph type =
Reservoir
Peak discharge
= 4 97 cfs
Storm frequency =
25 yrs
Time Interval
= 1 min
Inflow hyd No =
3
Max Elevation
= 23 20 ft
Reservoir name =
Stormwater Pond - 3
Max Storage
= 63,498 cuft
Storage Indication method used Wet pond routing start elevation = 22 00 it
Q (cfs)
3500
3000
2500
2000
1500
1000
500
000
SWP-3 Discharge
Hyd No 4 -- 25 Yr
Hydrograph Volume = 21 930 cult
Q (cfs)
3500
3000
2500
2000
1500
1000
500
000
00 08 17 25 33 42 50 58 67 75 83
Time (hrs)
— Hyd No 4 —Hyd No 3

Hydrograph
Plot
Hydraflow Hydrographs by Intelisolve
Hyd No 4
SWP-3 Discharge
Hydrograph type
= Reservoir
Storm frequency
= 50 yrs
Inflow hyd No
= 3
Reservoir name
= Stormwater Pond - 3
Storage Indication method used Wet pond routing start elevation = 22 00 ft
Q (cfs
3500
3000
2500
2000
1500
1000
. 0
SWP-3 Discharge
Hyd No 4 -- 50 Yr
Thursday Apr 13 2006
Peak discharge
= 5 49 cfs
Time interval
= 1 min
Max Elevation
= 23 31 ft
Max Storage
= 65,227 cuft
Hydrograph Volume = 24 018 cult
Q (cfs)
3500
3000
2500
2000
1500
1000
500
000 - I I i i- 000
00 08 17 25 33 42 50 58 67 75 83
— Hyd No 4 — Hyd No 3 Time (hrs)

Hydrograph Plot
Hydraflow Hydrographs by Intelisolve
Thursday Apr 13 2006 12 31 PM
Hyd No 4
SWP-3 Discharge
Hydrograph type =
Reservoir
Peak discharge
= 6 54 cfs
Storm frequency =
100 yrs
Time Interval
= 1 min
Inflow hyd No =
3
Max Elevation
= 23 40 ft
Reservoir name =
Stormwater Pond - 3
Max Storage
= 66,880 cuft
Storage Indication method used Wet pond routing start elevation = 22 00 ft
SWP-3 Discharge
Hydrograph Volume = 26 137 cult
Q (cfs) Hyd No 4 -- 100 Yr Q (cfs)
4000 4000
3000 3000
2000 — 2000
1000 — 1000
0 00 - 000
00 07 13 20 27 33 40 47 53 60 67 73
— Hyd No 4 — Hyd No 3 Time (hrs)

The Reserve at Palmetto- SW Pro3 No SW8 051045
Subject The Reserve at Palmetto- SW Proj No SW8 051045
From Paul Bartlett <Paul Bartlett@ncmail net>
Date Thu, 06 Apr 2006 11 31 16 -0400
To clanddesign@ec rr com
Jeff,
As we discussed today, deed restriction shell for high density subdivision attached
Paul
DEEDREST-HDSD doe Content -Type application/msword
J Content -Encoding base64
- 11,W Q,,,4,6 W�
1 of 1 4/6/2006 11 31 AM

Coastal Land Design, PLLC.
,+ P O Box 1172 Wilmington, INC 28402
Phone [phone] Fax [phone]
To
NCDENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington NC 28405
Attn
Mr ul Bartlett P E
❑ As Requested
❑ Sent via Mail
❑ For Your Files
❑ Sent via Courier
MAR 2
3 w)
Transmittal
Date March 21 2006
File 150-00
Subject The Reserve at Palmetto Creek
Express Stormwater Submittal
SW 051045
❑ For Distribution ® For your Review / Action / Approval
Quantity
Drawing No
Description
1
Copy
Request for Addition Information (SW8 051045)
1
Original
Response to Request for Addition Information (SW8 051045)
1
Original
Wet Detention Basin Supplement for Pond-1 (Page 1)
1
Original
Supplemental Calculations for Stormwater Pond —1
1
Original
Supplemental Calculations for Stormwater Pond — 2
1
Original
Supplemental Calculations for Stormwater Pond — 3
REMARKS
CC File
150 01 Transmittal-NCDENR-032106 doc

Request for Additional Information �7r
Stormwater Project No SW8 051045 C�i v gi
The Reserve at Palmetto Creek'
Express Stormwater Review 2 2 2006
Brunswick County, North Carolina pj14R
21-March-2006 T„IR Oow
Dear Paul Bartlett, P E
Coastal Land Design, PLLC
CrvJ Enlnnoenny / Landscape Architecture / Conswea on Man ,ycment
P O Box 1 i72 Phone [phone]
Wdwngion NC 28402 Fax [phone]
Coastal Land Design, P L L C , received and reviewed the request for additional Information dated March 17, 2006
pertaining to Tidal Walk The request comments are repeated in bold, and the responses and corrections are in normal
font
1) Please clarity the calculations for Ponds #1, #2, and #3 It appears that the spreadsheet is calculating
20% of only the mainbay volume to size the forebay instead of 20% (±2%) of the mainbay plus forebay
(total permanent pool volume) Please revise the calculations all supplements, and design for
consistent entries
As per our phone conversation on March 21, 2006, it was explained that although the forebay volumes of
ponds 1 and 2 are greater than 20%, they still maintain the 3 1 length to width ratio and will function properly
Stormwater ponds 1 and 2 are greatly oversized due to their amenity and aesthetic draw The supplemental
calculations for the ponds were calculating a 20% volume requirement for the forebay out of the mainbay
only This requirement value has been revised to be a minimum of 20% of the total pool volume Since the
ponds were designed in excess, none of the ponds characteristics changed with this new calculation
It should be noted that there was a text error in the 1s' page of the Wet Detention Basin Supplement for
Stormwater Pond - 1 The Forebay Volume was previously submitted as 40,700 cu ft The corrected value is
48,700 cu ft The 1' page of the Wet Detention Basin Supplement for Stormwater Pond - 1 has been
updated The other permits and supplements that were previously submitted are correct
The revised supplemental calculations and wet detention basin supplement page have been attached with
this response
Than u,
Jay Carmine, E I
150 01 NCDENR DWQ RFI Response 032106 doc Page 1 of 1

I- %
P 1
* * * COMMUNICATION RESULT REPORT ( MAR 17 2006
FILE MODE OPTION
---------------------------
548 MEMORY TX
ADDRESS (GROUP)
---------------
92540502
5 11PM ) * * *
TTI NCDENR WIRO
RESULT PAGE
--------------------------
OK P 2/2
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL E-2) BUSY
E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F Easley, Governor
FAX COVER SHEET
William G Ross, Jr, Secretary
Date: 3/17/06 No of Pages; 2 (Incl Cover)
To Jeff Petroff From, Paul Bartlett
Company. Coastal Land Design Water Quality Section - Stormwater
FAX #. [phone] FAX #: [phone]
Phone #. [phone]
DWQ Stormwater Project Number. SWO 051045
Project Name: The Reserve at Palmetto Creek
MESSAGE:
Jeff,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Mr Logan, and a copy will be mailed to you
/ fi

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F Easley, Governor
FAX COVER SHEET
William G Ross, Jr, Secretary
Date 3/17/06 No of Pages 2 (Incl Cover)
To Jeff Petroff From Paul Bartlett
Company Coastal Land Design Water Quality Section - Stormwater
FAX # [phone] FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number SW8 051045
Project Name The Reserve at Palmetto Creek
MESSAGE
Jeff,
A Request for Additional Information is attached for the subject project The original will
be mailed to Mr Logan, and a copy will be mailed to you
ENB\ptb S \WQS\STORMWATER\ADDINFO\2006\051045-2 mar06
127 Cardinal Drive Extension Wilmington NC 28405 3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

\o�oF W AT F, �
r
J
March 17, 2006
Mr D Logan, Manager
Palmetto Creek, LLC
6740 Netherlands Drive, Suite F
Wilmington, NC 28405
Subject Request for Additional Information
Stormwater Project No SW8 051045
The Reserve at Palmetto Creek
Brunswick County j
Dear Mr Logan
Michael r Easley Go%CM0T
William G Ross Jr Secretary
North Carolina Department of I no ronment and Natural Resources
Alan W Klimek P F Director
Division of Water Quality
The Wilmington Regional Office rgcelved a Storrrlwater Man ement Permit Application for
The Reserve at Palmetto Cree on January 31, 2006a revised application on February
22 and March 10, 2006 A preliminary review of that information has determined that the
application is not complete' The following information is needed to continue the stormwater
review
� v 1 /Please clarify the calculations for Ponds #1, #2, and #3 It appears that the
31)46 ✓ spreadsheet is calculating 20% of only the mainbay volume to size the forebay instead
of 20% (± 2%) of the mainbay plus forebay (total permanent pool volume) Please
revise the calculations, all supplements, and designs for consistent entries
Please note that this request for additional information is in response to a preliminary review
The requested information should be received by this Office prior to March 27, 2006, or the
application will be returned as incomplete The return of a protect will necessitate resubmittal of
all required items, including the application fee
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter The
request must indicate the date by which you expect to submit the required information
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215 1 and
is subject to enforcement action pursuant to NCGS 143-215 6A
Please reference the State assigned project number on all correspondence Any original
documents that need to be revised have been sent to the engineer or agent All original
documents must be returned or new originals must be provided Copies are not acceptable
you have any questions concerning this matter please feel free to call me at [phone]
Sine 1y'
P ul Bartlett, P E
Environmental Engineer
ENB/ptb S \WQS\STORMWATER\ADDINFO\2006\051045-2 mar06
NoyhCarolma
cc Jeffrey B Petroff, P E , Coastal Land Design, PLLC Aurally
Paul Bartlett
North Carolina Dnision of Water Quahl, 127 Cardinal IJme I �tcnson N%ilmmgton NC 28405 Phone [phone]U Customer Sen me
Wilmington Regional Office Internet nc,,atuuualm ore Fax [phone] 623 6748
An Equal Opportunity/Affirmative Action Employer- 50% Recycledl10 % Post Consumer Paper

Coastal Land Design, PLLC.
P O Box 1172 Wilmington, NC 28402
a
Phone [phone] Fax [phone]
To
NCDENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn
Mr Paul Bartlett P E
Transmittal
Date March 09 2006
File 150-00
Subject The Reserve at Palmetto Creek
Express Stormwater Submittal
SW 051045
❑ As Requested ❑ For Your Files ❑ For Distribution ® For your Review / Action / Approval
❑ Sent via Mail ❑ Sent via Courier
Quantity
Drawing No
Description
1
Original
Response to Request for Additional Information
1
Copy
Request for Addition Information (SW8 051045)
1
Original
SWU-101 Form (Pages 2 and 3)
1
Original
Wet Detention Basin Supplement for Pond-2 (Page 1)
1
Original
Wet Detention Basin Supplement for Pond-3 (Page 1)
1
Original
Sealed Updated Stormwater Catch Basin Design (3 Pages)
1
Original
Sealed Updated Wet Detention Basin Design Sheet for Pond-2
1
Original
Sealed Updated Wet Detention Basin Design Sheet for Pond-3
2
Rev-2
Stormwater Management Plan Set (Cover SW-1, SW-2, SW-3, and SW-4)
REMARKS
CC File
n PLLC
150-01 Transmittal-NCDENR-030906 doc

Request for Additional Information
Stormwater Project No SW8 051045
The Reserve at Palmetto
Creek Express Stormwater Review
Brunswick County, North Carolina
08-March 2006
Dear Paul Bartlett, P E
Coastal Land Design, PLLC
Crvd Fngmeenns / Lendanpe Aa 6rtectuie / Consnucnon Nhmyement
P 0 [tor 1172 Phone [phone]
Wilmington NC 28402 Fu 910 b4 0502
Coastal Land Design P L L C , received and reviewed the request for additional Information dated March 3, 2006
pertaining to The Reserve at Palmetto Creek The request comments are repeated in bold, and the responses and
corrections are In normal font
1) As previously requested, please clarify the total impervious areas draining to Ponds 1, 2, and 3 The
entries in Section III 6 of the application do not add up to the Total Project Area entries and the entries
on Sheet SW-4 If the totals are correct, it appears that significant impervious area is not being treated
Please do your QA/QC and revise all documents for consistency
There were slight modifications In the locations of the catch basins during design and the impervious area
listed in the Total Project Area ended up being overlooked The entries for Pond-1 were correct, so all the
calculations and application supplements are correct Stormwater catch basins to Ponds 2 and 3 were
slightly modified due to the changes However, the changes were so slight that the design of the ponds did
not change at all Because of this, the first page of the updated Wet Detention Basin Supplements for ponds
2 and 3 have been Included in this submittal The designs of the catch basin schedule and ponds are also
included to show no changes in pond structures were required The updated numbers have been also
Included with this submittal (SWU-101 Pages 2 and 3)
150 01 NCDENR DWQ RA Response 030806 doc Page 1 of 1

P 1
it
FILE MODE
---------------
233 MEMORY TX
* * * COMMUNICATION RESULT REPORT ( MAR 3 2006
OPTION
REASON FOR ERROR
E-1) HRNG UP OR LINE FAIL
E-3) NO ANSWER
ADDRESS (GROUP)
---------------
92540502
3 39PM ) *
TTI
RESULT
-------OK -
* *
NCDENR WIRO
PAGE
--------P -2/2
---
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F Easley, Governor
FAX COVER SHEET
William G Ross, Jr, Secretary
Date: 3/3106 No of Pages: 2 (Incl Cover)
To Jeff Petroff From: Paul Bartlett
Company Coastal Land Design Water Quality Section - Stormwater
FAX # (910)$46, 502 FAX V 910-350-2004
aS1 Phone #: [phone]
DWQ Stormwater Project Number' SW8 051045
Project Name: The Reserve at Palmetto Creek
MESSAGE: I (/ &YY E1
Jeff, 7
A Request for Additional Information is attached for the subject project, The original will
be mailed to Mr Logan, and a copy will be mailed to you

101
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F Easley, Governor
FAX COVER SHEET
William G Ross, Jr, Secretary
Date 3/3/06 No of Pages 2 (Incl Cover)
To Jeff Petroff From Paul Bartlett
Company Coastal Land Design Water Quality Section - Stormwater
FAX # (910} P502 FAX # [phone]
as`Phone# [phone]
DWQ Stormwater Project Number SW8 051045
Project Name The Reserve at Palmetto Creek
MESSAGE
Jeff,
���0✓�r� ek�
A Request for Additional Information is attached for the subject project The original will
be mailed to Mr Logan, and a copy will be mailed to you
ENB\ptb S\WQS\STORMWATER\ADDINFO\2006\051045 mar06
127 Cardinal Drive Extension Wilmington NC 28405 3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

Michael r Easlc} Gor-Cmor
\1 dLam G Ross Ir Secretar}
North Carolina Department of Lm nonment and Natural Resources
Alan W Klimek P E Director
Dn ivon of Water Quality
March 3, 2006
Mr D Logan, Manager
Palmetto Creek, LLC
6740 Netherlands Drive, Suite F
Wilmington, NC 28405
Subject Request for Additional Information
Stormwater Project No SW8 051045
The Reserve at Palmetto Creek
Brunswick County
Dear Mr Log
The Wilmington Regional Office received a Stormwater Management Permit Application for
The Reserve at Palmetto Creek on January 31, 2006, and a revised application on February
22, 20067A preliminary review of that information has determined that the application is not
complete The following information is needed to continue the stormwater review
1 As previously requested, please clarify the total impervious areas draining to Ponds 1,
2, and 3 The entries in Section III 6 of the application do not add up to the Total Protect
Area entries and the entries on Sheet SW-4 If the totals are correct, it appears that
significant impervious area is not being treated Please do your QA/QC and revise all
documents and designs for consistency
Please note that this request for additional information is in response to a preliminary review
The requested information should be received by this Office prior to March 13, 2006, or the
application will be returned as incomplete The return of a protect will necessitate resubmittal of
all required items, including the application fee
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter The
request must indicate the date by which you expect to submit the required information
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215 1 and
is subject to enforcement action pursuant to NCGS 143-215 6A
Please reference the State assigned protect number on all correspondence Any original
documents that need to be revised have been sent to the engineer or agent All original
documents must be returned or new originals must be provided Copies are not acceptable
you h//%ave any questions concerning this matter please feel free to call me at [phone]
Sineiy,
Paul T Bartleft P E
Environmental Engineer
ENB/ptb S\WQS\STORMWATER\ADDINFO\2006\051045 mar06
cc Jeffrey B Petroff, P E , Coastal Land Design, PLLC
Paul Bartlett
North Carolina Division of Water Quality 127 Cardinal Dme I xtension Phone [phone] Customer Sen icc 1 877 623 6748
Wilmington Re6ional Office Wihnu%ton NC 28405 Fix (910)3502004 lnlemel "I M lan.reuahtvorr,
Nom
eh(arohna
dl aturally
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper

Coastal Land Design, PLLC.
P O Box 1172 Wilmington, INC 28402
Phone [phone] Fax [phone]
To
NCDENR-Division of Water Quality
127 Cardinal Drive Extension
Wilmington NC 28405
Attn Mr Paul Bartlett, P E
❑ As Requested ❑ For Your Files
❑ Sent via Mail ❑ Sent via Courier
Transmittal
Date February 22, 2006
File 150-01
Subject The Reserve at Palmetto Creek
Express Stormwater Submittal
(SW8 051045)
❑ For Distribution ® For your Review / Action / Approval
Quantity
Drawing No
Description
1
Original
Response to Request for Additional Information
1
Copy
Request for Additional Information (Dated February 10 2006)
1
Copy
Gary Mitchell of The Clark Group Wetland Explanation Letter
1
Copy
Operating Agreement of Palmetto Creek LLC
1
Original
Drainage Map of The Reserve at Palmetto Creek
1
Original
Updated Wet Detention Basin Supplement for Stormwater Pond — 1 (Pages 1 and 2)
1
Original
Updated Wet Detention Basin Supplement for Stormwater Pond — 2 (Pages 1 and 2)
1
Original
Updated Wet Detention Basin Supplement for Stormwater Pond — 3 (Pages 1 and 2)
1
Original
Updated Form SWU-101 Version 3 99 (Pages 2 and 3)
1
Original
Supplemental Calculations for Request for Additional Information (SW8 051045)
2
Rev-1
Stormwater Management Plans (SW-2 and SW-4)
1
Copy
Wetland Delineation by Gary Mitchell of The Clark Group
REMARKS
C~FTVED
/lilin
®`2©
CC File
150-01 Transmittal -NC DEN R-022206 doc

Request for Additional Information
Coastal Land �Qesl PLLC
gE>
Stormwater Project No SW8 051045
The Reserve at Palmetto
Crvd Enbnneenny/ Landscape Architecture/ Construction Management
Creek Express Stormwater Review
PO Box 1172 Phone [phone]
Brunswick County, North Carolina
Wdmmgton, NC 28402 91
RECEIti/
22-February 2006
2 2 2006Coastal
Dear Paul Bartlett, P E
LFE8
�rua �10,
Land Design, P L L C , received and reviewed the request for additional infor 2006
pertaining to The Reserve at Palmetto Creek
The request comments are repeated in bold, and the responses and
corrections are in normal font
i
Please provide a copy of the wetlands determination by the Corps of Engineers, if completed, or a
(/ Plan of the delineation by a consultant
Please see attached wetland map and response letter by The Clark Group
2) Please provide documentation to demonstrate that you are registered with the NC Department of the
Secretary of State as the Manager of the Manager -managed Palmetto Creek, LLC, as required by NC
Administrated Code Section 15A NCAC 0 2H 1003(e)
Please see attached Operating Agreement of Palmetto Creek, LLC
3) Please revise the receiving stream name to "Scotts Branch" and the stream classification to "C,Sw" in
Section III 6 of the application
The Reserve at Palmetto Creek development is directly adjacent to Palmetto Creek of the Carolinas which
drains into Scotts Branch However, The Reserve at Palmetto Creek does not drain into Scotts Branch It
drains to headwater wetlands the East of Scotts Branch that drain into an unnamed tributary to the
Lockwood Folly River Please see attached map
4) 7 ease add a general note to Sheet SW-2 that pumps will be provided for O&M and emergency
draining of each pond
The general note stating that pumps will be provided for Operation and Maintenance and emergency
drainage of 'ponds has been added to Sheet SW-2 Please refer to revised sheet SW-2
5) P se clarify the bottom elevation and orifice size for Pond 2 The supplement and calculations likes
5 0' and Sheet SW-4 labels the bottom elevation as 24 0' The supplement and calculations list a 2 0"
orifice diameter, and Sheet SW-4 labels the diameter as 2 5"
The supplement and su lemental calculations are correct 2 a d-the-details-fit Pond 2 on Sheet
4 have been modified to reflect ose c a ues Please refe revised sheet SW-4
6) Please clarify the total impervious areas draining to Ponds 1 2-2, and 3 The calculations and
supplements list 3 85, 4 45, and 3 88 acres, Section III 6 of the applications lists 4 04, 4 75, and 4 27
acres for Ponds 1, 2, and 3, respectively
The sidewalks were initially left off of the design of the stormwater ponds, so their impervious allocations did
not show up in theist Iements Attached is the revised Section III 6 of the Stormwater-Application, updated
ZX Wet Detention Basin Supplement Project Information Page and Required Items Checklist pages, and revised
necessary, stormwater design calculatiou The small allocation cf-sidewalk impervious did not chang—e he
pond characteristics or dynamics during storm events Please refer to attachments
Th you
y ine, E 1
150 01 NCDENR DWQ RFl Response 022206 doc Page 1 of 1

OPERATING AGREEMENT
OF FEB 2 2 2006
PALMETTO CREEK, LLC
THIS OPERATING AGREEMENT of PALMETTO CREEK, LLC (the
"Company"), a limited liability company organized pursuant to the North Carolina Limited
Liability Company Act is executed effective as of the date of formation as set forth in Section
1 1 of this Agreement D I Logan ("Member") is the sole member of the Company It is the
mtent of the Member and the Company that for purposes (including, without limitation, limited
liability protection for the Member from Company liabilities), the Company shall be respected as
a separate legal entity that is separate and apart from the Member
ARTICLE I
FORMATION OF THE COMPANY
1 1 FormatloiL The Company was formed on August 2, 2005, upon the filing with
the Secretary of State of the Articles of Organization of the Company
12 Name The name of the Company is as set forth on the cover page of this
Agreement The Member may change the name of the Company from tune to time as it deems
advisable, provided appropriate amendments to this Agreement and the Articles of Organization
and necessary filings under the Act are first obtained
1 3 Registered Office and Registered Agent. The Company's registered office within
the State of North Carolina and its registered agent at such address shall be as the Member may
from tune to time deem necessary or advisable
14 Principal Place of Business The principal place of business of the Company
shall be within New Hanover County, North Carolina or at such other place or places as the
Member may from time to time deem necessary or advisable
15 Purposes and Powers
(a) The purpose of the Company shall be to engage in any lawful business for
which limited liability compames may be organized under the Act
(b) The Company shall have any and all powers which are necessary or desirable
to carry out the purposes and business of the Company, to the extent the same may be legally
exercised by limited liability companies under the Act
16 Term The Company shall continue in existence until the Company is dissolved
and its affairs wound up in accordance with the provisions of this Agreement or the Act

17 Nature of Member's Interest The interest of the sole Member in the Company
shall be personal property for all purposes Legal title to all Company assets shall be held in the
name of the Company
ARTICLE II
DEFINITIONS
The following terms used in this Agreement shall have the following meanings (unless
otherwise expressly provided herein)
"Act" means the North Carolina Limited Liabihty Company Act, as the same may be
amended from time to time
"Agreement" means this Operating Agreement, as amended from time to tune
"Ai titles of Organization" means the Articles of Organization of the Company filed with
the Secretary of State, as amended or restated from time to time
"Code" means the Internal Revenue Code of 1986, as amended from time to time (and
any corresponding provisions of succeeding law)
"Manager " means the Person or Persons designated as manager pursuant to Section 3 1
" A,fenibei " means D I Logan
"Person" means an individual, a trust, an estate, a domestic corporation, a foreign
corporation, a professional corporation, a partnership, a lumted partnership, a lmuted liability
company, a foreign limited liability company, an unincorporated association, or another entity
"Pi oiler ty" means (1) any and all property acquired by the Company, real and/or personal
(including, without limitation, intangible property), and (n) any and all of the improvements
constructed on any real property
"Seci etary of State " means the Secretary of State of North Carohna
"Treasury Regulation" means the Income Tax Regulations and Temporary Regulations
promulgated under the Code, as such regulations may be amendea from time to time (including
corresponding provisions of succeeding regulations)

ARTICLE III
MANAGEMENT OF THE COMPANY
3 1 Management The Member, by virtue of its status as the sole Member, shall
designate the Manager or Managers of the Company for all purposes The Member may, but
need not serve as a Manager The r*utial Manager of the Company shall be D I Logan. Except
as otherwise eapiessly provided in this Agreement, the Articles of Organization or the Act, all
decisions with respect to the management of the business and affairs of the Company shall be
made by the Manager
3 2 Indemnification of Manager for Management Services The Company shall
mdemmfy the Manager or its authorized delegatee(s) in connection with their services to the
Company to the fullest extent permitted or required by the Act, as amended from time to time,
and the Company may advance expenses incurred by such person upon the approval of the
Manager (or the Member in the event of an advance to the Manager), upon the receipt by the
Company of a signed statement agreeing to reimburse the Company for such advance in the
event it is ultimately determined that the Manager is not entitled to be indemnified by the
Company against such expenses
ARTICLE IV
RIGHTS AND OBLIGATIONS OF MEMBER
41 Name and Address of Member The name and address, and Membership Interest
of the Member is reflected in Schedule 1 attached hereto
42 Removal and Designation of Manager The Member may by written action,
taken at any time for any or no reason, remove a Manager The Member may replace a Manager
due to such manager's death dissolution, resignation, removal, or otherwise by written action and
the written consent of the successor Manager to serve as such
43 Limited Liability The Member shall not be required to make any contribution to
the capiial of the Company except as set forth in Schedule 1, nor shall the Member m its capacity
as such be bound by, or personally liable for, ary expense, liability, or obligation of the
Company except to the extent of its interest in the Company and the obligation to return
distributions made to them under certain circumstances as required by the Act The Member
shall be under no obligation to restore a deficit Capital Account upon the dissolution of the
Company or the ligmdation of Membership Interest
ARTICLE V
CAPITAL CONTRIBUTIONS AND LOANS
The Member has contributed property to the Company as the initial Capital Contribution
as set forth opposite his name on Schedule I attached hereto
3

ARTICLE VI
ALLOCATIONS, ELECTIONS, AND REPORTS
All allocations of profit and loss of the Company and all assets and liabilities of the
Company, shall solely for state and federal tax purposes, be treated as that of the Member
pursuant to Treasury Regulations Section 3017701 but for no otner purpose (inclucmg, without
limitation, limited liability protection for the Member from Company liabilities)
ARTICLE VII
DISTRIBUTION
Distributions of assets shall be made on such basis and at such time as determined by the
Member
ARTICLE VIII
DISSOLUTION AND LIQUIDATION OF THE COMPANY
8 1 Dissolution Events The Company will be dissolved upon the happening of any
of the following events
(a) All or substantially all of the assets of the Company are sold, exchanged, or
otherwise transferred (unless the Member has elected to continue the business of the Company),
(b) The Member signs a document stating its election to dissolve the Company,
(c) The entry of a final judgment, order, or decree of a court of competent
jurisdiction adjudicating the Company to be bankrupt and the expiration without appeal of the
period, if any, allowed by applicable law in which to appeal, or,
(d) The entry of a decree of judicial dissolution or the issuance of a certificate for
administrative dissolution under the Act
82 Liquidation Upon the happening of any of the events specified in Section 8 1
and, if applicable, the failure of the Member to continue the business of the Company, the
Member, or any liquidating trustee designated by the Member, will commence as promptly as
practicable to wind up the Company's affairs unless the Member or the liquidating trustee
(either, the "Liquidator") determines that an immediate liquidation of company assets would
cause undue loss to the Company, in which event the liquidation may be deferred for a time
determined by the Liquidator to be appropriate Assets of the Company may be liquidated or
distributed in kind, as the Liquidator determines to be appropriate The Member shall continue
to be entitled to Company cash flow and Company profits during the period of liquidation The
proceeds from liquidation of the Company and any Company assets that are not sold in
connection with the liquidation will be applied in the following order of priority
3

(a) To payment of the debts and satisfaction of the other obligations of the
Company, including, without limitation, debts and obligations to the Member,
(b) To the establishment of any ieserves deemed appropriate by the Liquidator
for any liabilities or obligations of the Company, which reserves will be held for the
purpose of paying liabilities or obligations and, at the e\piration of a period the
Liquidator deems appropriate, will be distributed in the manner provided in Section
8 2(c), and, thereafter
(c) To the Member
8 3 Articles of Dissolution Upon the dissolution and commencement of the winding
up of the Company, the Member shall cause Articles of Dissolution to be executed on behalf of
the Company and filed with the Secretary of State, and the member shall execute, acknowledge,
and file any and all other instruments necessary or appropriate to reflect the dissolution of the
Company
ARTICLE A
MISCELLANEOUS
9 1 Records The records of the Company will be maintained at the Company's
principal place of business or at any other place the member selects, provided the Company
keeps at its principal place of business the records required by the Act to be maintained there
92 Survival of Rights Except as provided herein to the contrary, this Agreement
shall be binding upon and inure to the benefit of the parties, their successors and assigns
9 3 Interpretation and Governing Law When the context in which words are used
in this Agreement indicates that such is the intent, words in the singular number shall include the
plural and vice versa The masculine gendei shall include the feminine and neuter The Article
and Section headings or titles shall not define, limit extend, or interpret the scope of this
Agreement or any particular Article or Section This Agreement shall be governed and
construed in accordance with the laws of the State of North Carolina without giving effect to the
conflicts of laws provisions thereof
94 Severability If any provision, sentence, phrase, or word of this Agreement or the
application thereof to any person or circumstance shall be held invalid, the remainder of this
Agreement, or the application of such, provision, sentence, phrase, or word to persons or
circumstances other than those as to which it is held invalid, shall not be affected thereby
95 Agreement to Counterparts This Agreement may be executed in several
counterparts, each of which shall be deemed an original, and all of which shall constitute one and
the same instrument
5

9 6 Tax Matters Manager For purposes of this Agreement, D I Logan shall be the
Tax Matters Manager
9 7 Creditors Not Benefited Nothing in this Agieement is intended to benefit any
creditor of the Company No creditor of the Company will be entitled to require the Member to
solicit or accept any loan or additional capital contribution for the Company or to enforce any
right which the Company may have against a Member, whether ansmg under this Agreement or
otherwise
IN WITNESS WHEREOF, the undersigned, being the sole Member of the
Company, has caused this Agreement to be duly adopted by the Company as of the day of
u - -y 5-- , 2005
MEMBER
D I L GAN, Member
TYLANAGER
D I LOGAN, Manager

SCHEDULEI
Name and Address
Of Member
Initial Capital Contribution
Memuersnip interest
D I Logan
6740 Netherlands Drive,
$ 1000 cash
100%
Suite F
Wilmington, NC 25405

N000 TOot E N 000 OOob N 000 6S°££
m !'� i sax } t� \ J4 0 m
OM
cc
t ' 4 a v - ♦\
At l4 E a
alfTrT'1'}r s e
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! "} #ci€T} •C�a '�'fa� } i fbII6}}�t1}}i }T�}l.
N 000 TO°bE N 000 0004E N 000 65o£E x

VIA US MAIL
February 21, 2006
Logan Dcvelopers
Arm Mr D Logan
6740 Netherlands Drive
Suite F
Wilmington, NC 28405
Dear Mr Logan
THE CLARK GROUP
VEB 2' 2 2� E
c.eo-Cn vironmenta! Services
Land/Hydrographic Surveys
This correspondence is in regard to the property located north of and adjacent to Hwy 211, south of Old
I ennon Road, within the Lockwood Folly River watershed and being that parcel identified on a boundary
map provided b Palmetto Creek LLC referred to as `ThP Reee P qr a i
t an, ated February 20, 2006, located within the Township of Supply, County of Brunswick, ck, State oP %
North Carolina _
Based upon my inspection of the site as of Friday, February 17, 2006, the jurisdictional limits of Section�t�
404 waters and wetlands as determined were apparent within the silt fenced area and are reflected on the
aforementioned map I am attaching upland/wetland identification forms for your use and am relying upon
the accuracy of the map relative to my observations
(hank you for this opportunity to be of service to you with this matter Should you find that you have any
questions or comments, please do not hesitate to contact me at [phone]
Sincerely,
Gary A Mitchell
Regulatory Wetlands Consultant
Senior Vice President, Wetlands Division
Enclosure
Corporate Office 5000 Blue Clay Rd Castle Hayne, NC 28429 • P O Box 10136 Wilmington, NC 28404
(910) 602- 3900 Office 9 [phone] Facsimile • www clarkgroup us

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
�/ ir'� I
Project /Site rn v Date
Applicant / OwCounty
Investigator �',— (?L\ State ,iJG
Do normal circumstances exist on the site? Yes t/ No Community ID `Cry
Is the site significantly disturbed (Atypical situation)? Yes ✓ No Transect ID
Is the area a potential problem area? Yes_ N%� Plot ID
(explain on reverse if needed) A/ yql
VFGFTATION
Dominant Plant Species Stratum
1 � � ��
2Af f �.vv-
3
499
s
6
7
8
Indicator I Dominant Plant Species Stratum Indicator
1;1�c 9_
FA(� U 10
15A C11
To! t
12
13
14
is
16
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-)
HYDROLOGY
a l,e Recorded Data (Describe In Remarks)
Y �► Stream, Lake, or Tide Gauge
Aerial Photographs
Other
- J�o Recorded Data Available
Field Observations
Depth of Surface Water
Depth to Free Water in Pit
Lin )
Depth to Saturated Soil
Remarks
Wetland Hydrology Indicators
Primary Indicators
Inundated
V
(� Saturated in Upper 12"
Water Marks
Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
�Gn) Secondary Indicators
Oxidized Roots Channels in Upper 12"
WaterStamed Leaves
Local Soil Survey Data
FAC-Neutral Test
rsi_(m) Other (Explain in Remarks)
110lx'-s b c1
l—
Cn

SOILS
Map Unit Name n
(Series and Phase) e
Drainage Class w�
Ia'IQ
N AP
�}
I A(C k
Taxonomy (Subgroup) ?,fU
L Confirm Mapped Type? Yes
No
Profile Description
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon fMunsell Moist (Munsell Moist) Abundance/Contrast Structure. etc.
Hydric Sod Indicators
_ Histosol
_ Concretions
_ Histic Epipedon
_ High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor
_Organic Streaking in Sandy Soils
_ Aquic Moisture Regime
_Listed On Local Hydric Soils List
_ Reducing Conditions
_Listed on National Hydnc Soils List
_ Gleyed or Low-Chroma Colors
_ Other (Explain in Remarks)
Remarks
0 , A- A—
�" t
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes �_ No— Is the Sampling Point
Wetland Hydrology Present? Yes _ No Within a Wetland? Yes_ No-K
Hydnc Soils Present? Yes _ No X
Remarks j�

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Protect! Site -fyAl( ^ � t� ��� ����'/� Date 3 / U6
Applicant /Owner —ate --- County M r"
Investigator State xJ�
Do normal circumstances exist on the site? Yes No Community ID
Is the site significantly disturbed (Atypical sttuatton)� Yes No Transact ID
Is the area a potential problem area? ye— No- N pt I `-I Fgfza
(explain on reverse if needed) L 77 4 t7l—� 2.t . IR l
VFr,FTATION
Dominant Plant Species Stratum Indicator
*I 1 Z
fill{�-
2 � �P,�Y' Vl.l`a 'Ni is
3 r
4-
5
6
7
8
Dominant Plant Species Stratum Indicator
9
10
11
12
13
14
1s
16
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-) I O d4 I
Remarks
IC• •ci'1
_ Recorded Data (Describe In Remarks)
Stream, Lake, or Tide Gauge
Aerial Photographs
Other
No Recorded Data Available
Field Observations
Depth of Surface Water
Depth to Free Water in Pit
Lin )
Depth to Saturated Soil
7 4 (in )
Sri .I--
Gn)
Wetland Hydrology Indicators
Prinl5w Indicators
Inundated
Saturated in Upper 12"
Water Marks
_ Drift Lines
_ Sediment Deposits
_ Drainage Patterns in Wetlands
Secondary Indicators
_ Oxidized Roots Channels in Upper 12"
_ Water -Stained Leaves
Local Soil Survey Data
_ FAC-Neutral Test
_ Other (Explain in Remarks)
Remarks Q�C'-�- G'"h, �{��� r`'��'z��"" �U�'>T'`�'�"-G.•�

SOILS
Map Unit Name �^�
(Series and Phase) '-12:— i�i • t *, - �. Drainage Class _ f[J
v
Taxonomy (Subgroup) ( G I C� (7UMrlalr I P Confirm Mapped Type? Yes
No —
Profile Description
Depth Matra Colors Mottle Colors Mottle Texture Concretions,
(inches) Horizon (Munsell Moist) (Munsellell Moist) Abundance/Contrast Structure etc
Hydric Soil Indicators
_ Histosol _ Concretions
_ Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor _Organic Streaking in Sandy Soils
___XAquic Moisture Regime �Llsted On Local Hydrlc Sods List
Reducing Conditions Listed on National Hydnc Sods List
Gleyed or Low-Chroma Colors —Other (Explain in Remarks)
Remarks
P—eju-� dlv�
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes v /No _ Is the Sampling Point
Wetland Hydrology Present? Yes V 0 _ Within a Wetland? Yes No_
Hydric Sods Present? Yes t No
Remarks

P 1
FILE MODE
768 MEMORY TX
* * * COMMUNICATION RESULT REPORT ( FEB 10 2006 6 26PM ) * * *
TTI NCDENR WIRO
---OPTION ---------- - ADDRESS PAGE
-(GROUP) ------------- --RESULT -----
919102450502 E-3)3)3)3)3l P 0/3
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F Easley, Governor
FAX COVER SHEET
Date- 2/10/06
To: Jeff Petroff
Company- Coastal Land Design
FAX #: [phone]
William G. Ross, Jr, Secretary
No, of Pages, 3 (Incl Cover)
From: Paul Bartlett
Water Quality Section -
Stormwater
FAX # [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 051045
Project Name, The Reserve at Palmetto Creek
MESSAGE:
Jeff,
A Request for Additional Information is attached for the subject project The original will
be mailed to Mr Logan, and a copy will be mailed to you
4 /�

P 1
FILE MODE
---------------
767 MEMORY TX
* * * COMMUNICATION RESULT REPORT ( FEB 10 2006
OPTION
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
ADDRESS (GROUP)
--- -----------
92450502
6 07PM ) * * *
TTI NCDENR WIRO
RESULT PAGE
--------
E-3)3)3)3)3) P 0/3
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F Easley, Governor
FAX COVER SHEET
Date: 2/10/06
To Jeff Petroff
Company Coastal Land Design
FAX #: [phone]
William G Ross, Jr, Secretary
No of Pages: 3 (Incl Cover)
From- Paul Bartlett
Water Quality Section -
Stormwater
FAX #: [phone]
Phone #• 910-796-7301
DWQ Stormwater Project Number SW8 051045
Project Name: The Reserve at Palmetto Creek
MESSAGE
Jeff,
A Request for Additional Information is attached for the subject project The original will
be mailed to Mr Logan, and a copy will be mailed to you.
J

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F Easley, Governor
FAX COVER SHEET
Date
2/10/06
To
Jeff Petroff
Company
Coastal Land Design
FAX #
[phone]
William G Ross, Jr, Secretary
No of Pages 3 (Incl Cover)
From Paul Bartlett
Water Quality Section -
Stormwater
FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number SW8 051045
Project Name The Reserve at Palmetto Creek
MESSAGE
Jeff,
A Request for Additional Information is attached for the subject project The original will
be mailed to Mr Logan, and a copy will be mailed to you
ENB\ptb S\WQS\STORMWATERWDDINFO\2005\051045 feb06
127 Cardinal Drive Extension Wilmington NC 28405 3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

Michael F Easley Governor
William G Ross, Jr Secretary
North Carolina Department of Environment and Natural Resources
Alan W Klimek P E Director
Division of Water Quality
February 10, 2006
Mr D Logan, Manager
Palmetto Creek, LLC
6740 Netherlands Drive, Suite F
Wilmington, NC 28405
Subject Request for Additional Information
Stormwater Project No SW8 051045
The Reserve at Palmetto Creek
Brunswick County
Dear Mr Logan
The Wilmington Regional Office received a Stormwater Management Permit Application for
The Reserve at Palmetto Creek on January 31, 2006 A preliminary review of that information
has determined that the application is not complete The following information is needed to
continue the stormwater review
PV' �ase provide a copy of the wetlands determination by the Corps of Engineers,
Yb if completed, or a Plan of the delineation by a count
2 Please provide documentation to demonstrate the you are registered with the NC
of
�A
�Papm tto CreekhLLC as requiredbyby NCate as tAdministrat Ahe Manager dministrative Code Sectthe ion Manager-managed
NCAC
02H 1003(e)
l� 3 ap✓Please revise the receiving stream name to "Scats ranch" and the�t�am cl s��
1 �" �dT* to "C, Sw" in Section III 6 of the application �J ' ( �(
l 4 Please add a general note to Sheet SW-2 that purnps ill be p�ovided for O&M�~�
G� ,4,,,(Bb �Ond emergency draining of each pond
5 Please clarify the bottom elevation and orifice size for Pond 2 The supplement cTw-
i/ and calculations list 25 0' and Sheet SW-4 labels the bottom elevation as,,2 - cc )
� pbThe supplement and calculations list a 2 0" orifice diameter, and Sheet SW-4
labels the diameter A 2 D "S o.,t FC0, 4
Pase clarify the total impervious areas draining to Ponds 1, 2, and 3 The
calculations and supplements list 3 85, 4 45, and 3 88 acres, and Section III 6 of
the application lists 4 04, 4 75, and 4 27 acres for Ponds 1, 2, and 3,
respectively
North Carolina Division of Water Quality 127 Cardinal Dnve Extension Phone [phone] Customer Services 877-623 6748 One
Wilmington Regional Office Wilmington NC 28405 3845 FAX [phone] Internet h2o enr state nc us (vOIC}1C3lO/t/lna
An Equal OpportumtylA@rmatrve Action Employer — 50% Recycledl10 % Post Consumer Paper Naturally

Mr D Logan, Manager
February 10, 2006
Stormwater Application No SW8 051045
Please note that this request for additional information is in response to a preliminary
review The requested information should be received by this Office prior to February
20, 2006, or the application will be returned as incomplete The return of a protect will
necessitate resubmittal of all required items, including the application fee
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter The request must indicate the date by which you expect to submit the required
information
The construction of any impervious surfaces, other than a construction entrance
under an approved Sedimentation Erosion Control Plan, is a violation of NCGS
143-215 1 and is subject to enforcement action pursuant to NCGS 143-215 6A
Please reference the State assigned protect number on all correspondence Any
original documents that need to be revised have been sent to the engineer or agent All
original documents must be returned or new originals must be provided Copies are not
acceptable If you have any questions concerning this matter please feel free to call me
at [phone]
Sincer ly,
Paul T Bartlett, P E
Environmental Engineer
ENB/ptb S\WQS\STORMWATER\ADDINFO\2005\051045 feb06
cc Jeffrey B Petroff, P E , Coastal Land Design, PLLC
Paul Bartlett

Page 1 of 1
North Carolina
Elaine F Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
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PO Box 29622 Raleigh NC 27626-0622 [phone]
Date 2/10/2006
Click here to
View Document Filings I
mr'Print apre-populated Annual Report Form I Annual Report Count I Fil
2-1
an Annual Report I
Corporation Names
Name Name Type
NC Palmetto Creek, LLC Legal
Limited Liability Company Information
SOSID
FID
Status
Date Formed
Citizenship
State of Inc
Duration
Registered Agent
Agent Name
Registered Office Address
Registered Mailing
Address
Principal Office Address
Principal Mailing Address
0795736_
Current -Active
8/2/2005
Domestic
NC
Perpetual
Logan, D 1
6740 Netherlands Dr , Ste F
Wilmington NC 28405
6740 Netherlands Dr, Ste F
Wilmington NC 28405
6740 Netherlands Dr Ste F
Wilmington NC 28405
6740 Netherlands Dr Ste F
Wilmington NC 28405
For questions or comments about the North Carolina Secretary of State s web site, please send a mail to Webmaster
http //www secretary state nc us/Corporations/Corp aspx?Prtemld=7799406 2/10/2006

_- SOSID 795736
Date Filed 8/2/2005 2 12 00 PM
Elaine F Mdrshall
North Carolina Secretary of Slate
C200521400219
ARTICLES OF ORGANIZATION
OF
PALMETTO CREEK, LLC
TO THE SECRETARY OF STATE
OF THE STATE OF NORTH CAROLINA
Pursuant to Section 57C-2-21 of the North Carolina Limited Liability Company Act, the
undersigned adopts the following Articles of Organization for the company and does hereby submit
these Articles of Organization for the purpose of forming a limited liability company
ARTICLE 1
NAME
The name of the Limited Liability Company shall be PALMETTO CREEK, LLC, (the
"Company")
ARTICLE ii
INITIAL REGISTERED AGENT AND REGISTERED OFFICE
The street address of the initial registered office shall be
6740 Netherlands Drive, Suite F
Wilmington, New Hanover County
North Carolina 28405
The mailing address of the initial registered office shall be
6740 Netherlands Drive, Suite F
Wilmington, New Hanover County
North Carolina 28405
The name of the initial registered agent at the registered office is D I Logan-- -
ARTICLE 111
PRINCIPAL OFFICE
The street address and county of the principal office of the limited liability company is
6740 Netherlands Drive, Suite F
Wilmington, New Hanover County
North Carolina 28405

s
The mailing address of the principal office of the corporation is the same as the street address set
forth above
ARTICLE IV
PERIOD OF DURATION
The Company's existence shall commence upon the acceptance and filing of these Articles of
Organization by the Secretary of State of North Carolina and shall continue until dissolved pursuant
to the terms of the Operating Agreement or North Carolina law
ARTICLE V
MANAGER -MANAGED LLC
Except as provided by N C G S Section 57C-3-20(a), the members of this limited
liability company shall not be managers by virtue of their status as members
ARTICLE VI
PARTIES TO THIS DOCUMENT
The name and address of the person executing these Articles of Organization are as follows
Jeffrey P Keeter
310 North Front Street, Suite 200
Wilmington, New Hanover County
North Carolina 28401
ARTICLE VII
INDEMNIFICATION OF MANAGERS
A A manager of this Company shall not be personally liable to the Company or its
members for monetary damages for breach of fiduciary duty as a manager, except for liability (i) for
any breach of the manager's duty of loyalty to the Company or its members, (it) for acts or miissions
not in good faith or which involve intentional misconduct or knowing violation of any law, (in) for a
transaction from which the manager derived an improper personal benefit, or (Iv) under the
provisions of Section 57C-4-07 of the North Carolina Limited Liability Company Act
B A manager of this Company shall be reimbursed for and indemnified by the Company
against any payments made or personal liabilities reasonably incurred by any manager in the
authorized conduct of its business or for the preservation of its business or property
C The Company may, by action of its managers, provide indemnification to such of the
officers, employees, and agents of the Company to such extent and to such effect as the managers
shall determine to be appropriate and authorized by applicable law

D The rights and authority conferred in this Article shall not be exclusive of any other
right which any person or the Company may have or hereafter acquire under any statute, provision of
the Articles of Organization or Operating Agreement of the Company, agreement, vote of members
or disinterested managers or otherwise
ARTICLE VIII
EFFECTIVE DATE
These Articles shall be effective at the date and time of filing
This the J�day of August, 2005
(SEAL)
Jef ey P
eey r, Organizer

Coastal Land Design, PLLC.
P O Box 1172 Wilmington, NC 28402
Phone [phone] Fax [phone]
To
NCDENR-Division of Water Quality
127 Cardinal Drive Extension
Wilmington NC 28405
Attn
Mr Paul Bartlett, P E
❑ As Requested ❑ For Your Files
❑ Sent via Mail ❑ Sent via Courier
Transmittal
31 2006
150-01
The Reserve at Palmetto Creek
Express Stormwater Submittal
❑ For Distribution ® For your Review / Action / Approval
Quantity
Drawing No
Description
1
Check
In the Amount of $4,000 00
1
Original
Stormwater Application
1
Copy
Stormwater Application
1
Original
Wet Detention Basin Supplement for Stormwater Pond — 1
1
Original
Wet Detention Basin Supplement for Stormwater Pond — 2
1
Original
Wet Detention Basin Supplement for Stormwater Pond — 3
1
Original
Sample Deed Restriction
1
Copy
Easement and Development Agreement for Property
1
Original
Stormwater Design Narrative
1
Original
Stormwater Design Supplemental Calculations
2
Set 1
Stormwater Management Plans (Cover SW-1 SW-2, SW-3, and SW-4)
utt nie Goawi LaRfd Uesign, PLLC:
10
150-01 Transmittal-NCDENR-013106 doc

....Cy CotmtY-11 9 -ster of Dew
Robert J Robinson 2067page 102
Inst #244940 Book
12/30/2004 03:13:09Fm Rec#d)t4( 51f
iN.U" i. .
JAN 3 12006 1`~
DS/o JAN c
EASEMENT AND DEVELOPMENT AGREEMENT �,—"—=--
STATE OF NORTH CAROLINA RET v i D
TOTAL REV —�-�,�TC;I �
COUNTY OF BRUNSWICK REC# CK MI�b _CKA
CASH REF ay
THIS EASEMENT AND DEVELOPMENT AGREEMENT (thus `Agreement"), made this
30t1"day of December, 2004, by and between JANET WILSON, formerly known as Janet W Glover,
an unmarred individual, ("Grantor'D, and XDV, INC , a North Carolina corporation (the `Grantee")
WITNESSETH
WHEREAS, Grantor and Grantee (as the assignee of MLH, LLC) have entered into that
certain Purchase and Sale Contract dated October 215, 2004 (the "Contract"), providing for Grantor's
sale to Grantee of three (3) certain parcels of real property located in Brunswick County, North
Carolina ( as more particularly described in Exlubit A attached hereto and incorporated herein by
reference, "Tract 1," "Tract 2," and "Tract 3", collectively, the "Property"),
WHEREAS, Grantee has purchased Tract 1 pursuant to the terms of the Contract,
WHEREAS, the Contract provides that, prior to Grantee's acquisition of title to Tract 2 and
Tract 3, Grantee shall have the right to enter upon Tract 2 and Tract 3 to perfomi certain site
preparation and development work (as more particularly provided herein, the "Work"), and
WHEREAS, the parries hereto desire to enter into this Agreement for the purpose of setting
forth their agreements and understandings with respect to certam easements and rights to be granted to
Grantee with respect to the Work and the future use of the Property,
NOW, THEREFORE, for and in consideration of the sum of Ten Dollars (S10 00) and other
good and valuable consideration to it in hand paid, the sufficiency of which is hereby acknowledged,
the parties hereto do hereby enter into the following agreements relative to the Property, and Grantor
does hereby give, grant, and convey unto Grantee, and Grantee's successors and assigns, the following
rights and easements over and across Tract 2 and Tract 3, TO HAVE AND TO HOLD said rights and
55525 3

Inst ll 244940 Book 2067Page: 103
easements to Grantee and its successors and assigns in title relative to Tract 1, subject to the following
terms and conditions
1 Development Easement Grantor hereby gives, grants and conveys to Grantee and Grantee's
successors and assigns a perpetual tight and easement in, over, upon and across Tract 2 and Tract 3 for
the purpose of completing the Work (the "Development Easement") The Development Easement
shall be subject to the following terms and conditions
(a) As used herein, the "Work" shall mean all grading, development, construction,
installation and other work reasonably required for Grantee to develop the Property in
accordance with that certain site plan entitled "Savannah of the Carolinas, Bninswick County,
NC, Preliminary Master Plan," a copy of wluch is attached hereto as Exhibit B and
incorporated herein by reference (as said site plan may change from time to time, the "Site
Plarf') Without linutmg the generality of the foregoing, the Work shall be deemed include,
without limitation, the following
(i) the tight to develop on the Property approximately 35 "Creek Front Lots,"
approximately 70 "Creek Side Lots," approximately 103 "Savannah Lots,"
approximately 91 "Veranda Lots," approximately 92 "Garden Lots,"
approximately 50 patio home units and approximately 80 town home units
(each, a "Lot", if more than one, "Lots'),
(u) the right to install utilities, streets, roads, ponds and retention facilities to serve
the aforementioned Lots and the Clubhouse (as defined below) as
contemplated on the Site Plan from time to time, and
(in) the tight to construct, open and operate for the use and benefit of the owners,
occupants guests and invitees of Lots upon the Property a clubhouse and
recreational facility (the "Clubhouse') as contemplated on the Site Plan.
(b) Any and all improvements made prior to the date hereof by Grantor to any portion of
the Property (including, but not limited to, any buildings, roads, utilities, fixtures or permits)
shall mure to the benefit of Grantee and Grantee's successors and assigns
(c) The parties agree that Grantee shall retain control over the Work and the development
of the Property Without limiting the generality of the foregoing, Grantee shall have the right
to modify the Site Plan and/or the Work in the exercise of Grantee's reasonable business
judgment Notwithstanding anything to the contrary herem, the parties agree that neither
Grantee nor its successors and assigns shall have any obligation to complete any portion of the
Work or otherwise develop the Property
2 Uhhty Easement Grantor hereby gives, grants and conveys to Grantee and Grantee's
successors and assigns a perpetual tight and easement over Tract 2 and Tract 3 (the "Utility
Easement") for the installation, use, operation, maintenance, repair and replacement of all utilities
(including, without limitation, stormwater drainage, gas, water, sewer, fire suppression, electrical,
telephone,, cable and overhead and underground power Imes) (collectively, the "Utihties'7 which may
be reasonably required or appropriate to serve the Lots and/or the Clubhouse
555253 2

Inst U 244940 Book 2067Page• 104
3 Access Easement Grantor hereby gives, grants and conveys to Grantee and Grantee's
successors and assigns, a perpetual easement (the "Access Easement") over, upon and across the
roads, driveways and parking areas which may be constructed upon Tract 2 and Tract 3 by Grantee or
its successors and assigns as part of the Work (collectively, the "Access Improvements") for the
purpose of access, ingress, egress and regress of vehicular and pedestrian traffic The Access
Easement shall be subject to the following terms and conditions
(a) The completion of any Access Improvements by Grantee or Grantee's successors and
assigns shall be performed in accordance with all applicable laws, codes, rules, and/or
regulations
(b) Grantee shall be entitled to relocate, at Grantee's sole cost and expense, any portion(s)
of the Access Easement and/or the Access Improvements from time to time as Grantee deems
necessary for the orderly and efficient development of the Property Any portion of the Access
Easement which has been relocated as contemplated herein shall become a part of the Access
Easement
4 Liens and Encumbrances
(a) Until such time as Tract 2 and Tract 3 have been purchased by Grantee or Grantee's
successor or assign pursuant to the terms of the Contract, Grantor shall keep the Property free
and clear of all mechanics' liens and other hens arising out of any work done for Grantor or
persons claimmg under Grantor Grantor shall promptly notify Grantee of any claim or hen
filed against the Property or the commencement of any action affecting the title thereto
Additionally, Grantor shall defend, indemnify and save harmless Grantee and Grantee's
mortgagees, successors and assigns from any lien or claim of hen filed or maintained against
the Property (or any portion thereof) by any laborer, matenalmen, sub -contractor, contractor
or other person acting for, on behalf of or at the direction of the Grantor Without limiting the
foregoing, Grantor shall cause any such lien or claim of hen to be satisfied, removed or
discharged by bond, payment or otherwise within ten (10) days from the date of filing or
receipt
(b) Until such time as Tract 2 and Tract 3 have been purchased by Grantee or Grantee's
successor or assign pursuant to the terms of the Contract, Grantor shall
(1) Refrain from entering into, or negotiating with regard to, any contract or
comrintment or from incurring any expenditure or obligation affecting Tract 2
and Tract 3 or the title thereto,
(u) Pay promptly all real and personal property taxes, assessments, sewer and
water charges, other governmental levies, utility charges, indebtedness secured
by deed(s) to secure debt or other hens, and, generally, all expenses (including
repairs and replacements) applicable to Tract 2 and Tract 3 of every nature,
whether ordinary or extraordinary, which may anse out of or accrue because of
the ownership or operation of Tract 2 and/or Tract 3,
555253 3

Inst 0 244940 Book 2067page: 105
(in) Make no lease or rental of Tract 2 and/or Tract 3 or any portion thereof
without the prior written consent of Giantee, or negotiate, actively market or
enter into any other contract or option for the sale of Tract 2 and/or Tract 3 or
any portion thereof, or further encumber Tract 2 and/or Tract 3 with any
restriction or easement,
(iv) Refrain from making any improvement to or material alteration of Tract 2
and/or Tract 3 without the prior written consent of Grantee,
(v) Keep Tract 2 and Tract 3 free and clear of all mortgages, liens, encumbrances,
claims, options, rights to purchase, rights -of -way, easements, leases,
restnetions and restrictive covenants, and
(vi) Avoid any material, adverse interference by Grantor or Grantoi's agents,
employees, contractors, heirs, successors or assigns with the performance of
the Work or any other right or easement granted to Grantee under this
Agreement
Grantor and her heirs, successors and assigns shall defend, indemnify and save Harmless Grantee and
Grantee's mortgagees, successors and assigns from and against any and all clauns, costs, expenses,
and liabilities arising out of any default or failure of Grantor or her agents, employees, contractors,
heirs, successors or assigns to comply with the requirements of this Paragraph 4(b)
5 Modification of Boundary between Tract 1 and Tract 3 Without luniting any other rights or
provisions contained in this Agreement, the parties acknowledge that the Site Plan and Work relating
to Tract 3 is subject to change as Grantee's development plan for the Property evolves Accordingly,
it may become necessary for the boundary line between Tract 1 and Tract 3 to be reconfigured or
moved The parties hereby agree to negotiate in good faith regarding the relocation of such boundary
line and any deeds, revision plats and other documents that may be reasonably necessary to
accomplish such revision
6 Relationslun This Agreement is not intended to and shall not be deemed to create any
relationship between Grantor and Grantee The relationship between Grantor and Grantee does not
constitute a partnership or joint venture, nor is there any relationship of principal -agent, master -
servant, or employer -employee, and each parry hereby agrees that it will not represent or hold out to
any third party that any such relationship exists
7 Compliance With Laws All use of the Development Easement, Utility Easement and Access
Easement by Grantee and its agents, employees, contractors, tenants, licensees and invitees shall be in
compliance with all applicable laws, regulations, codes, ordinances and other governmental regulations
8 Severabihty If any provision of this Agreement is held to be illegal, invalid or unenforceable
under present or future laws, such provision shall be fully severable, this Agreement shall be construed
and enforced as if such illegal, invalid or unenforceable provision had never comprised a part of this
Agreement, and the remaining provisions of tlus Agreement shall remain in full force and effect and
shall not be affected by the illegal, invalid or unenforceable provision or by its severance from this
Agreement
55525 3 4

Insst # 244940 Book 2067Page: 106
9 Applicable Law Tlus Agreement shall be governed in all respects by the laws of the State
of North Carolina
10 Binding on Successors and Assigns Tlus Agreement shall run with title to Tract 1, Tract 2,
and Tract 3 and shall be binding upon and shall run to the benefit of the successors and assigns of
Grantor and Grantee
[SIGNATURES ARE ON THE FOLLOWING PAGES]
555253

Inst 0 244940 Book 2067Page: 107
IN TESTIMONY WHEREOF, the parties hereto have set their hands as of the day and year
first above written
6'
Janet son
(fonrMy known as Janet W Glover)
STATE OF NORTH CAROLINA
COUNTY OF Anew ,� �GInvr el,
I, tqq'aL K�-r) o ej y a Notary Public in and for said County
and State, do hereby certify that JANET WILSON, formerly known as Janet W Glover, an unmarred
individual, personally appeared before me tlus day and acknowledged the due execution of the
foregoing instrument
WITNESS my hand and notarial seal, tlus the day of.1\0 ( e ," 2004
r
otary Public
My Commission Expires
(/ w el
`anuumigirp
A KEN4gl",
z x4O7Agy
R
'08LIC ?
'punnmm��to
[SIGNATURES CONTINUE ON FOLLOWING PAGE]
55525 3

Irist $ 244940 Book 2067Page: 108
GRANTEE
XDV, INC
Name Robert C G Exam
Title President
STATE OF NORTH CAROLINA
COUNTY OF NEd HANOVER
I, Pamela F Mason a Notary Public for said County and
State, do hereby certify that Robert C G Exum President of XDV, INC, a
North Carolina corporation, personally appeared before me this day and acknowledged the due
execution of the foregoing instrument on behalf of the corporation
WITNESS my hand and official seal or stamp this 30th day of December , 2004
My Commission Expires
10/26/06
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
The Foregoing (or annexed) Certificate(s) of
Notary Public
SARA KENNEDY, PAMELA F MASON
Notary(ies) Public is (are) Certified to be Correct 30th Da of December 2004
This Instrument was filed for Registration on this y ,
in the Book and page shown on the First Page hereof
RO E T J RO SON, Register of Deeds
55525 3 7

Imt $ 244940 Book 2067Page- 109
EXHIBIT A
The Property
Tract 1
All that certain tract or parcel of land lying and being situate in Lockwood Folly Township, Brunswick
County, North Carohm, and being shown and designated as TRACT 1 on that certain map entitled
"Wilson Division", prepared by Michael N Underwood, P L S , dated December 23, 2004, said map
being recorded m Map Cabinet 3 Page -ZOm the office of the Register of Deeds of
Brunswick County, North Carolina, reference to said map being hereby made for a more particular
description of TRACT 1
Tract 2
All that certain tract or parcel of land lying and being situate in Lockwood Folly Township, Brunswick
County, Notch Carolina, and being shown and designated as TRACT 2 on that certain map entitled
"Wilson Division", prepared by Michael N Underwood, P L S , dated December 23, 2004, said map
being recorded in Map Cabinet 31 . Page*g, in the office of the Register of Deeds of
Brunswick County, North Carolina, reference to said map being hereby made for a more particular
description of TRACT 2
Tract
All that certain tract or parcel of land lying and being situate in Lockwood Folly Townslup, Brunswick
County, North Carolina, and being shown and designated as TRACT 3 on that certain map entitled
"Wilson Division", prepared by Michael N Underwood, P L S , dated December 23, 2004, said map
being recorded in Map Cabinet -a" Page in the office of the Register of Deeds of
Brunswick County, North Carolina, reference to said map being hereby made for a more particular
description of TRACT 3
4.111 it

12/30/2004
$2,854.00 37
FOL
Parcel
Revenue Stamps $2,854 00
Brunswick cotmt]f-4tegister of Des
Robert J. Robinson
Inst 11244939 Book 2067Page 99
12/30/2004 03:11:54pn Recta 1(,p5(
RET
REC# CK/
CASH REF
0
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
WN
THIS DEED, made and entered into this the 36l�day of
M
by and between JANET WILSON (FORMERLY KNOWN AS JANET W GLOVER), an
2004
unmarred individual, party of the first part, and XDV, Inc , a North Carolina corporation, having
an address of PO Box 1967, Wilmington, NC 28402, party of the second part,
WITNESSETH
That the party of the first part in consideration of the sum of Ten and No/100
Dollars ($10 00) and other good and valuable considerations to said party paid by the party of the
second part, the receipt of which hereby is acknowledged, has bargained and sold and by these
presents does bargain, sell and convey unto the party of the second part, said party's successors
and assigns, the following described property, to wit
All that certain tract or parcel of land lying and being situate in
Lockwood Folly Townslup, Brunswick County, North Carolina,
and being shown and designated as TRACT 1 on that certain map
Prepared by WARD AND SMITH, P-A, 127 Racine Drive, PO Box 7068,
Wilmington, NC 28406-7068
Please return to WARD AND SMITH, P-A, 127 Racine Drive, PO Box 7068,
Wilmington, NC 28406-7068
Attention W Darrel Martin, III
No opinion on title is rendered by WARD AND Sbmli� P A, without a separate wnttcn opinion on
title from WARD AND SMITH, P.A
N

Imt 4 244939 Book 2067page: 100
entitled "Wilson Division," prepared by Michael N Underwood,
P L S , dated December 23, 2004, said map being recorded in Map
Cabinet ai, I_, Page 2_, in the office of the Register of Deeds
of Brunswick County, North Carolina reference to said map being
hereby made for a more particular description of TRACT 1
This conveyance is made subject to utility easements and
unviolated restrictive covenants that do not materially affect the
value of the property and ad valorem taxes for the year 2005 and
subsequent years, which taxes the party of the second part, by
acceptance of this deed, assumes and agrees to pay
TO HAVE AND TO HOLD said property and all privileges and appurtenances
thereunto belonging to the party of the second part, said party's successors and assigns forever
And the party of the first part covenants that said party is seized of said property
in fee and has the right to convey same in fee simple, that the same is free from encumbrances
except any encumbrances or restrictions mentioned above and that said party will warrant and
defend the title to the same against the lawful claims of all persons whomsoever
IN TESTIMONY WHEREOF, the party of the first pan has caused this
instrument to be executed under seal and in such form as to be binding, this the day and year first
above written
( (SEAL)
Jane ilson
2

Inst # 244939 Hook 2067Page: 101
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, -�a-OA'- Ken /) `l y , a Notary Public to
and for said County and State, do hereby certify that JANEf WILSON personally appeared
before me this day and acknowledged the due execution of the foregoing instrument
WITNESS my hand and notarial seal, this the -3QTday of beef-rn ems, 2004
My Commission Expires
II a- Ov
���•���PPp KEI yy''�%,,.
g F
O
MN0TAR < ;
Y
U =
' p�SLIG =
ear within this box
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
The Foregoing (or annexed) Certificate(s) of
SARA KENNEDY
Norary(ies) Public is (are) Certified to be Correct
This Instrument was filed for Registration on this 30th
in the Book and page shown on the First Page hereof
3
Notary Public
Day of December 2004
RO ERT J RO INSON, Register of Deeds

EFFICIENT AND PROMPT SERVICE
SOMETHING OUR CITIZENS HAVE A RIGHT TO INSIST UPON
"*RECEIPT #216511'w
Brunswick County, Register of Deeds
Robert J. Robinson
P.O. BOX 87
BOLIVIA, NC 28422
(Recording Hours 8:30a m. — 4:45p.m.)
Register # 7
Rec Odte 12/30/2004 Rec Time• 03:59pm Cashier• RABON, NATALIE
Presented by: MURCHISON,TAYLOR & GIBSON
Comment
Mail No
Instrument Type # pgs Bk # Beg# End#
CONT/AGMT
9
2067
102
110
1st Grantor:
WILSON
CNT/AG XPG
8
PROBATE
1
D/T
6
2067
111
116
let Grantor
XDV INC
D/T XPGS
5
PROBATE
1
CONT/AGMT
3
2067
117
119
1st Grantor
WILSON
CNT/AG XPG
2
PROBATE
1
DEED
3
2067
99
101
1st Grantor
WILSON
EXCISE TAX
(Y)
DEED XPGS
2
PROBATE
1
------------
Payment Type
CK 6665
CK 6664
CK 6672
CA
Rcd Date Rcd Time
12/30/2004 03.13pm I
12/30/2004 03.15pm I
12/30/2004 03 17pm I
Inst # sub —total
244940
244941
244942
12/30/2004 03 11pm I 244939
Total Due:
-----------------------------
Received from
--------------------------------------------
MURCHISON,TAYLOR & GIBSON
MURCHISON,TAYLOR 6 GIBSON
MURCHISON,TAYLOR & GIRTON
Amt Tendered
Cash Refund .
Ck Refund
12 00
24 0e
2 0C
12 0C
15 0C
2 0C
12 OC
6 02
2 0E
12.0E
2854 0C
6 0(
2 04
2,961.04
Amount
38 04
20 0l
2903 04
0 0t
2,961.0i
•.
Total Received: 2,961 01

Stormwater Design
For
The Reserve at Palmetto Creek
Brunswick County, NC
RECEY-
� !07D
JAN 3 1 2006
r��--fie
Prepared for
Palmetto Creek, L L C
6740 Netherlands Drive, Suite F
Wilmington, NC 28405
12-January-2006

,bYt�D\Ottnbe!)tljh
�r�.~-„ $
1`� ti '.2 �: 9� per',
,:�
cc� c-t '�1 S
•r �. G
f9�i� 4
_ rr
«,.
Jro 7 .i
. � e�`, t y y`+
it ray laeNlt.�.

Narrative
Protect Description
This stormwater design is for the high density residential development of
approximately 42 4 acres off of Southport Supply Road (N C Highway 211) in the
Lockwood Folly Township of Brunswick County, North Carolina (see vicinity map on
plan set) The overall site will be treated by three (3) wet detention basins
Stormwater will be collected by valley curb and gutter and catch basins These
stormwater ponds will allow the project to meet the NCDENR stormwater
requirements as well as Brunswick County's Pre -Post requirements
Site Description
The predominant topography has significant relief with slopes ranging from 2 to 5%
towards an unnamed tributary to the Lockwood Folly River This receiving body of
water is classified as a SC waterway The elevations of this project ranges from 22
feet MSL to 44 feet MSL The major soil in the areas is primarily Blanton sands
which is a very well draining soils Other soils on this site are Foreston loamy fine
sand, Baymeade fine sands, Leon fine sands, Madarin fine sands, and Rains fine
sandy loam The surrounding properties are mainly rural -residential The project is
adjacent to Palmetto Creek of the Carolinas
Wet Detention Basins
The wet detention basins on this site are designed as conventional stormwater
ponds Please see the attached plan The minimum riser elevation for each pond
(permanent pool elevation) was set according to the Tom Scheuler method using
the first 1" of capture With the 1" storage elevation set as a minimum, all three (3)
risers were adjusted for more storage to meet the Brunswick County Pre -Post
requirements The ponds were modeled using "Hydraflow-Hydragragh" modeling
software Each pond is capable of storing the 50 year — 24 hour storm event with
only orifice discharging with stormwater ponds 1 and 2 capable of storing the 100
year — 24 hour storm without discharging The principal riser for each pond is
designed to carry the 10 year storm event An emergency spillway has been
designed at a weir elevation which will accommodate the 25-year storm event

coastal Land Design, PLLC
C n J Fngimeennl, / I an&wpL Archrtcetnie / Comtrmbon Ntanagwmurt
P O Box 1 172
Wilmington NC 25402
NCDENR
Division of Water Quality
127 Cardinal Drive Ext
Wilmington, NC 28405
Ann Linda Lewis
Phonc 910-254 9333
Fax [phone]
R CfIV-F-
DEC 0 9 2005
BYS�G-_,_ORO
December 8, 2005
Re Stormwater Application for The Reserve at Palmetto Creek
SW8 051045 Brunswick County
Dear Ms Lewis
It is the owner's intention to submit a complete Stormwater Permit Application to your
office by the end of January 2006 We are currently in the design process and no
construction will be done prior to receipt of a State Stormwater Permit If you have any
questions, please contact this office
Sincerely,
Jeffrey B Petroff, P E
Coastal Land Design, PLLC
cc File

ArF9
1 Vn Or
Michael F Easley Governor
William G Ross Jr Secretary
North Carolina Department of Environment and Natural Resources
Alan W Klimek P E Director
Division of Water Quality
November 9, 2005
Mr D Logan
Logan Development, LLC
6710 Netherlands Drive
Wilmington, NC 28405
Subject Request for Stormwater Management Permit Application
The Reserve at Palmetto Creek
Stormwater Project No SW8 051045
Brunswick County
Dear Mr Logan
On October 20, 2005, the Wilmington Regional Office received a copy of an Erosion Control Plan for
the subject project The North Carolina Administrative Code requires any project that must receive
either Sedimentation and Erosion Control Plan approval and/or a CAMA Major permit to apply for and
receive a Stormwater Management Permit by the Division of Water Quality Any construction on the
subject site, prior to receipt of the required permit, will constitute a violation of 15A NCAC 2H 1000 and
may result in appropriate enforcement action by this Office
Either a Stormwater Permit Application Package including 2 sets of plans, completed application
form, fee, and supporting documentation, or a written response regarding the status of this project and
the expected submittal date must be received in this Office no later than December 9, 2005 Failure to
respond to this request may result in the initiation of enforcement action, and construction may
experience a subsequent delay
The NPDES 010000 Federal Stormwater Permit that accompanies the Erosion Control Plan approval
letter must NOT be considered the Coastal Stormwater Management Permit, which will be signed by
the Water Quality Supervisor Please reference the Protect Number above on all correspondence
If you have any questions, please call me at (910)-796-7215
Sincerely,
Linda Lewis
Environmental Engineer
ENB/arl S \WQS\STORMWAT\STORMSUB\051045 Oct 05
cc Delaney Aycock, Brunswick County Building Inspections
Jeffery B Petroff, Coastal Land Design
Wilmington Regional Office File
Central Files
North Carolina Division of Water Quality 127 Cardinal Drive Extension
Wilmington Regional Office Wilmington NC 28405 3845
An Equal OpporlunitylAffirmafive Action Employer — 50% Recycledl10°/ Post Consumer Paper
Phone [phone] Customer Service 1-877-623-6748
FAX [phone] Internet h2o enrstate nc us
NorthCarolina
,Vatmally

r
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
James D Simons, PG, PE Land Quality Section Michael F Easley, Governor
Director and State Geologist William G Ross Jr, Secretary
10/2
LETTER OF RECEIPT FOR AN EROSIONON CONTROL PLAN EXPRESS REVIEW
Logan Development LLC
Mr D Logan
6710 Netherlands Dr
Wilmington NC 28405
RE Project Name The Reserve at Palmetto Creek Express Review
Project ID Bruns-2006-098
County Brunswick Supply, NC Hwy 211
River Basin Lumber
Submitted By Coastal Land Design
Date Received by LOS October 20 2005
Plan Type NEW
Dear Mr Logan
This office has received a soil erosion and sediment control plan for the project listed above which was
submitted as required by the North Carolina Sedimentation Pollution Control Act (G S 113A-57 (4)) The Act
requires that all persons disturbing an area of one or more acres of land must obtain approval of a soil erosion
control plan prior to the commencement of the land -disturbing activity (G S 113A-54(d) (4))
The review period for an express review is three days of receipt of a complete plan If additional
information is requested it must be submitted within five working days of receipt
Commencement or continuation of a land -disturbing activity under the jurisdiction of this Act prior to
the approval of an erosion and sediment control plan is a violation of the Act
The approval of an erosion and sediment control plan is conditioned on the applicants compliance
with Federal and State water quality laws regulations and rules
If you have questions please do not hesitate to contact this office Your cooperation in this matter is
appreciated and we look forward to working with you on this project
Sincerely
Carol N Miller
Assistant Regional Engineer
cc Mr Jeffery B Petroff, PE Coastal Land Design PLLC
LQS-WiRO SWS WiRO
Wilmington Regional Office
127 Cardinal Drive Ext Wilmington, North Carolina 28405 3845 Phone [phone] / FAX [phone]